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Agartala STAAD-1

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Monday, April 19, 2010, 02:13 PM

PAGE NO. 1

****************************************************
* *
* STAAD.Pro *
* Version 2006 Bld 1002.US *
* Proprietary Program of *
* Research Engineers, Intl. *
* Date= APR 19, 2010 *
* Time= 14:11:12 *
* *
* USER ID: xyz *
****************************************************

1. STAAD SPACE
INPUT FILE: Agartala STAAD-1.STD
2. START JOB INFORMATION
3. ENGINEER DATE 12-APR-10
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 2 1.4 0 0; 3 2.80001 0 0; 4 4.20001 0 0; 5 5.60001 0 0; 6 7.00001 0 0
9. 7 8.40002 0 0; 8 9.00002 0 0; 9 9.00002 0 2.5; 10 12.5 0 2.5; 11 15 0 2.5
10. 12 15 0 4.50001; 13 15 0 7.40001; 14 12.5 0 7.40001; 15 12.5 0 11.6
11. 16 9.00002 0 11.6; 17 5.60001 0 11.6; 18 2.80001 0 11.6; 19 9.00002 0 7.90001
12. 20 0 0 4.50001; 21 2.80001 0 4.50001; 22 0 0 7.90002; 23 2.80001 0 7.90002
13. 24 9.00002 0 4.50001; 25 12.5 0 7.90001; 26 12.5 0 4.50001; 27 0 3.30001 0
14. 28 1.4 3.30001 0; 29 2.80001 3.30001 0; 30 4.20001 3.30001 0
15. 31 5.60001 3.30001 0; 32 7.00001 3.30001 0; 33 8.40002 3.30001 0
16. 34 9.00002 3.30001 0; 35 9.00002 3.30001 2.5; 36 12.5 3.30001 2.5
17. 37 15 3.30001 2.5; 38 15 3.30001 4.50001; 39 15 3.30001 7.40001
18. 40 12.5 3.30001 7.40001; 41 12.5 3.30001 7.90001; 42 12.5 3.30001 11.6
19. 43 9.00002 3.30001 11.6; 44 5.60001 3.30001 11.6; 45 2.80001 3.30001 11.6
20. 46 2.80001 3.30001 7.90002; 47 0 3.30001 7.90002; 48 0 3.30001 4.50001
21. 49 2.80001 3.30001 4.50001; 50 9.00002 3.30001 4.50001
22. 51 12.5 3.30001 4.50001; 52 9.00002 3.30001 7.90001; 53 0 6.60001 0
23. 54 1.4 6.60001 0; 55 2.80001 6.60001 0; 56 4.20001 6.60001 0
24. 57 5.60001 6.60001 0; 58 7.00001 6.60001 0; 59 8.40002 6.60001 0
25. 60 9.00002 6.60001 0; 61 9.00002 6.60001 2.5; 62 12.5 6.60001 2.5
26. 63 15 6.60001 2.5; 64 15 6.60001 4.50001; 65 15 6.60001 7.40001
27. 66 12.5 6.60001 7.40001; 67 12.5 6.60001 7.90001; 68 12.5 6.60001 11.6
28. 69 9.00002 6.60001 11.6; 70 5.60001 6.60001 11.6; 71 2.80001 6.60001 11.6
29. 72 2.80001 6.60001 7.90002; 73 0 6.60001 7.90002; 74 0 6.60001 4.50001
30. 75 2.80001 6.60001 4.50001; 76 9.00002 6.60001 4.50001
31. 77 12.5 6.60001 4.50001; 78 9.00002 6.60001 7.90001; 79 0 9.90002 0
32. 80 1.4 9.90002 0; 81 2.80001 9.90002 0; 82 4.20001 9.90002 0
33. 83 5.60001 9.90002 0; 84 7.00001 9.90002 0; 85 8.40002 9.90002 0
34. 86 9.00002 9.90002 0; 87 9.00002 9.90002 2.5; 88 12.5 9.90002 2.5
35. 89 15 9.90002 2.5; 90 15 9.90002 4.50001; 91 15 9.90002 7.40001
36. 92 12.5 9.90002 7.40001; 93 12.5 9.90002 7.90001; 94 12.5 9.90002 11.6
37. 95 9.00002 9.90002 11.6; 96 5.60001 9.90002 11.6; 97 2.80001 9.90002 11.6
38. 98 2.80001 9.90002 7.90002; 99 0 9.90002 7.90002; 100 0 9.90002 4.50001
39. 101 2.80001 9.90002 4.50001; 102 9.00002 9.90002 4.50001
40. 103 12.5 9.90002 4.50001; 104 9.00002 9.90002 7.90001; 105 0 13.2 0

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 2

41. 106 1.4 13.2 0; 107 2.80001 13.2 0; 108 4.20001 13.2 0; 109 5.60001 13.2 0
42. 110 7.00001 13.2 0; 111 8.40002 13.2 0; 112 9.00002 13.2 0
43. 113 9.00002 13.2 2.5; 114 12.5 13.2 2.5; 115 15 13.2 2.5; 116 15 13.2 4.50001
44. 117 15 13.2 7.40001; 118 12.5 13.2 7.40001; 119 12.5 13.2 7.90001
45. 120 12.5 13.2 11.6; 121 9.00002 13.2 11.6; 122 5.60001 13.2 11.6
46. 123 2.80001 13.2 11.6; 124 2.80001 13.2 7.90002; 125 0 13.2 7.90002
47. 126 0 13.2 4.50001; 127 2.80001 13.2 4.50001; 128 9.00002 13.2 4.50001
48. 129 12.5 13.2 4.50001; 130 9.00002 13.2 7.90001; 131 0 16.5 0; 132 1.4 16.5 0
49. 133 2.80001 16.5 0; 134 4.20001 16.5 0; 135 5.60001 16.5 0; 136 7.00001 16.5 0
50. 137 8.40002 16.5 0; 138 9.00002 16.5 0; 139 9.00002 16.5 2.5
51. 140 12.5 16.5 2.5; 141 15 16.5 2.5; 142 15 16.5 4.50001; 143 15 16.5 7.40001
52. 144 12.5 16.5 7.40001; 145 12.5 16.5 7.90001; 146 12.5 16.5 11.6
53. 147 9.00002 16.5 11.6; 148 5.60001 16.5 11.6; 149 2.80001 16.5 11.6
54. 150 2.80001 16.5 7.90002; 151 0 16.5 7.90002; 152 0 16.5 4.50001
55. 153 2.80001 16.5 4.50001; 154 9.00002 16.5 4.50001; 155 12.5 16.5 4.50001
56. 156 9.00002 16.5 7.90001; 157 0 19.8 0; 158 1.4 19.8 0; 159 2.80001 19.8 0
57. 160 4.20001 19.8 0; 161 5.60001 19.8 0; 162 7.00001 19.8 0; 163 8.40002 19.8 0
58. 164 9.00002 19.8 0; 165 9.00002 19.8 2.5; 166 12.5 19.8 2.5; 167 15 19.8 2.5
59. 168 15 19.8 4.50001; 169 15 19.8 7.40001; 170 12.5 19.8 7.40001
60. 171 12.5 19.8 7.90001; 172 12.5 19.8 11.6; 173 9.00002 19.8 11.6
61. 174 5.60001 19.8 11.6; 175 2.80001 19.8 11.6; 176 2.80001 19.8 7.90002
62. 177 0 19.8 7.90002; 178 0 19.8 4.50001; 179 2.80001 19.8 4.50001
63. 180 9.00002 19.8 4.50001; 181 12.5 19.8 4.50001; 182 9.00002 19.8 7.90001
64. 183 0 23.1 0; 184 1.4 23.1 0; 185 2.80001 23.1 0; 186 4.20001 23.1 0
65. 187 5.60001 23.1 0; 188 7.00001 23.1 0; 189 8.40002 23.1 0; 190 9.00002 23.1 0
66. 191 9.00002 23.1 2.5; 192 12.5 23.1 2.5; 193 15 23.1 2.5; 194 15 23.1 4.50001
67. 195 15 23.1 7.40001; 196 12.5 23.1 7.40001; 197 12.5 23.1 7.90001
68. 198 12.5 23.1 11.6; 199 9.00002 23.1 11.6; 200 5.60001 23.1 11.6
69. 201 2.80001 23.1 11.6; 202 2.80001 23.1 7.90002; 203 0 23.1 7.90002
70. 204 0 23.1 4.50001; 205 2.80001 23.1 4.50001; 206 9.00002 23.1 4.50001
71. 207 12.5 23.1 4.50001; 208 9.00002 23.1 7.90001; 209 2.80001 25.5 7.90002
72. 210 0 25.5 7.90002; 211 0 25.5 4.50001; 212 2.80001 25.5 4.50001
73. MEMBER INCIDENCES
74. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11
75. 11 11 12; 12 12 13; 13 14 13; 14 14 25; 15 15 16; 16 16 17; 17 17 18; 18 18 23
76. 19 22 23; 20 22 20; 21 20 1; 22 20 21; 23 21 24; 24 24 26; 25 23 19; 26 25 15
77. 27 19 25; 28 9 24; 29 24 19; 30 19 16; 31 26 12; 32 10 26; 33 26 14; 34 3 21
78. 35 21 23; 36 27 28; 37 28 29; 38 29 30; 39 30 31; 40 31 32; 41 32 33; 42 33 34
79. 43 34 35; 44 35 36; 45 36 37; 46 37 38; 47 38 39; 48 40 39; 49 40 41; 50 42 43
80. 51 43 44; 52 44 45; 53 45 46; 54 47 46; 55 47 48; 56 48 27; 57 48 49; 58 49 50
81. 59 50 51; 60 46 52; 61 41 42; 62 52 41; 63 35 50; 64 50 52; 65 52 43; 66 51 38
82. 67 36 51; 68 51 40; 69 29 49; 70 49 46; 71 53 54; 72 54 55; 73 55 56; 74 56 57
83. 75 57 58; 76 58 59; 77 59 60; 78 60 61; 79 61 62; 80 62 63; 81 63 64; 82 64 65
84. 83 66 65; 84 66 67; 85 68 69; 86 69 70; 87 70 71; 88 71 72; 89 73 72; 90 73 74
85. 91 74 53; 92 74 75; 93 75 76; 94 76 77; 95 72 78; 96 67 68; 97 78 67; 98 61 76
86. 99 76 78; 100 78 69; 101 77 64; 102 62 77; 103 77 66; 104 55 75; 105 75 72
87. 106 79 80; 107 80 81; 108 81 82; 109 82 83; 110 83 84; 111 84 85; 112 85 86
88. 113 86 87; 114 87 88; 115 88 89; 116 89 90; 117 90 91; 118 92 91; 119 92 93
89. 120 94 95; 121 95 96; 122 96 97; 123 97 98; 124 99 98; 125 99 100; 126 100 79
90. 127 100 101; 128 101 102; 129 102 103; 130 98 104; 131 93 94; 132 104 93
91. 133 87 102; 134 102 104; 135 104 95; 136 103 90; 137 88 103; 138 103 92
92. 139 81 101; 140 101 98; 141 105 106; 142 106 107; 143 107 108; 144 108 109
93. 145 109 110; 146 110 111; 147 111 112; 148 112 113; 149 113 114; 150 114 115
94. 151 115 116; 152 116 117; 153 118 117; 154 118 119; 155 120 121; 156 121 122
95. 157 122 123; 158 123 124; 159 125 124; 160 125 126; 161 126 105; 162 126 127
96. 163 127 128; 164 128 129; 165 124 130; 166 119 120; 167 130 119; 168 113 128

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 3

97. 169 128 130; 170 130 121; 171 129 116; 172 114 129; 173 129 118; 174 107 127
98. 175 127 124; 176 131 132; 177 132 133; 178 133 134; 179 134 135; 180 135 136
99. 181 136 137; 182 137 138; 183 138 139; 184 139 140; 185 140 141; 186 141 142
100. 187 142 143; 188 144 143; 189 144 145; 190 146 147; 191 147 148; 192 148 149
101. 193 149 150; 194 151 150; 195 151 152; 196 152 131; 197 152 153; 198 153 154
102. 199 154 155; 200 150 156; 201 145 146; 202 156 145; 203 139 154; 204 154 156
103. 205 156 147; 206 155 142; 207 140 155; 208 155 144; 209 133 153; 210 153 150
104. 211 157 158; 212 158 159; 213 159 160; 214 160 161; 215 161 162; 216 162 163
105. 217 163 164; 218 164 165; 219 165 166; 220 166 167; 221 167 168; 222 168 169
106. 223 170 169; 224 170 171; 225 172 173; 226 173 174; 227 174 175; 228 175 176
107. 229 177 176; 230 177 178; 231 178 157; 232 178 179; 233 179 180; 234 180 181
108. 235 176 182; 236 171 172; 237 182 171; 238 165 180; 239 180 182; 240 182 173
109. 241 181 168; 242 166 181; 243 181 170; 244 159 179; 245 179 176; 246 183 184
110. 247 184 185; 248 185 186; 249 186 187; 250 187 188; 251 188 189; 252 189 190
111. 253 190 191; 254 191 192; 255 192 193; 256 193 194; 257 194 195; 258 196 195
112. 259 196 197; 260 198 199; 261 199 200; 262 200 201; 263 201 202; 264 203 202
113. 265 203 204; 266 204 183; 267 204 205; 268 205 206; 269 206 207; 270 202 208
114. 271 197 198; 272 208 197; 273 191 206; 274 206 208; 275 208 199; 276 207 194
115. 277 192 207; 278 207 196; 279 185 205; 280 205 202; 281 1 27; 282 27 53
116. 283 53 79; 284 79 105; 285 105 131; 286 131 157; 287 157 183; 288 2 28
117. 289 28 54; 290 54 80; 291 80 106; 292 106 132; 293 132 158; 294 158 184
118. 295 3 29; 296 29 55; 297 55 81; 298 81 107; 299 107 133; 300 133 159
119. 301 159 185; 302 4 30; 303 30 56; 304 56 82; 305 82 108; 306 108 134
120. 307 134 160; 308 160 186; 309 5 31; 310 31 57; 311 57 83; 312 83 109
121. 313 109 135; 314 135 161; 315 161 187; 316 6 32; 317 32 58; 318 58 84
122. 319 84 110; 320 110 136; 321 136 162; 322 162 188; 323 7 33; 324 33 59
123. 325 59 85; 326 85 111; 327 111 137; 328 137 163; 329 163 189; 330 9 35
124. 331 35 61; 332 61 87; 333 87 113; 334 113 139; 335 139 165; 336 165 191
125. 337 10 36; 338 36 62; 339 62 88; 340 88 114; 341 114 140; 342 140 166
126. 343 166 192; 344 11 37; 345 37 63; 346 63 89; 347 89 115; 348 115 141
127. 349 141 167; 350 167 193; 351 12 38; 352 38 64; 353 64 90; 354 90 116
128. 355 116 142; 356 142 168; 357 168 194; 358 13 39; 359 39 65; 360 65 91
129. 361 91 117; 362 117 143; 363 143 169; 364 169 195; 365 14 40; 366 40 66
130. 367 66 92; 368 92 118; 369 118 144; 370 144 170; 371 170 196; 372 15 42
131. 373 42 68; 374 68 94; 375 94 120; 376 120 146; 377 146 172; 378 172 198
132. 379 16 43; 380 43 69; 381 69 95; 382 95 121; 383 121 147; 384 147 173
133. 385 173 199; 386 17 44; 387 44 70; 388 70 96; 389 96 122; 390 122 148
134. 391 148 174; 392 174 200; 393 18 45; 394 45 71; 395 71 97; 396 97 123
135. 397 123 149; 398 149 175; 399 175 201; 400 19 52; 401 52 78; 402 78 104
136. 403 104 130; 404 130 156; 405 156 182; 406 182 208; 407 20 48; 408 48 74
137. 409 74 100; 410 100 126; 411 126 152; 412 152 178; 413 178 204; 414 21 49
138. 415 49 75; 416 75 101; 417 101 127; 418 127 153; 419 153 179; 420 179 205
139. 421 22 47; 422 47 73; 423 73 99; 424 99 125; 425 125 151; 426 151 177
140. 427 177 203; 428 23 46; 429 46 72; 430 72 98; 431 98 124; 432 124 150
141. 433 150 176; 434 176 202; 435 24 50; 436 50 76; 437 76 102; 438 102 128
142. 439 128 154; 440 154 180; 441 180 206; 442 204 211; 443 205 212; 444 203 210
143. 445 202 209; 446 211 212; 447 210 211; 448 209 212; 449 210 209
144. DEFINE MATERIAL START
145. ISOTROPIC CONCRETE
146. E 2.17184E+007
147. POISSON 0.17
148. DENSITY 23.5615
149. ALPHA 5.5E-006
150. DAMP 0.05
151. END DEFINE MATERIAL
152. MEMBER PROPERTY AMERICAN

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 4

153. 1 TO 7 36 TO 42 71 TO 77 106 TO 112 141 TO 147 176 TO 182 211 TO 217 -


154. 246 TO 252 PRIS YD 0.3 ZD 0.2
155. 9 10 44 45 79 80 114 115 149 150 184 185 219 220 254 255 PRIS YD 0.3 ZD 0.2
156. 22 57 92 127 162 197 232 267 PRIS YD 0.4 ZD 0.2
157. 23 24 31 58 59 66 93 94 101 128 129 136 163 164 171 198 199 206 233 234 241 -
158. 268 269 276 PRIS YD 0.55 ZD 0.3
159. 13 48 83 118 153 188 223 258 PRIS YD 0.3 ZD 0.2
160. 19 54 89 124 159 194 229 264 PRIS YD 0.4 ZD 0.2
161. 27 62 97 132 167 202 237 272 PRIS YD 0.4 ZD 0.2
162. 25 60 95 130 165 200 235 270 PRIS YD 0.55 ZD 0.3
163. 15 TO 17 50 TO 52 85 TO 87 120 TO 122 155 TO 157 190 TO 192 225 TO 227 260 -
164. 261 TO 262 PRIS YD 0.4 ZD 0.2
165. 8 18 20 21 28 TO 30 34 35 43 53 55 56 63 TO 65 69 70 78 88 90 91 98 TO 100 -
166. 104 105 113 123 125 126 133 TO 135 139 140 148 158 160 161 168 TO 170 174 -
167. 175 183 193 195 196 203 TO 205 209 210 218 228 230 231 238 TO 240 244 245 -
168. 253 263 265 266 273 TO 275 279 280 PRIS YD 0.2 ZD 0.4
169. 32 67 102 137 172 207 242 277 PRIS YD 0.2 ZD 0.4
170. 14 26 33 49 61 68 84 96 103 119 131 138 154 166 173 189 201 208 224 236 243 -
171. 259 271 278 PRIS YD 0.2 ZD 0.5
172. 11 12 46 47 81 82 116 117 151 152 186 187 221 222 256 257 PRIS YD 0.2 ZD 0.3
173. 281 TO 329 PRIS YD 0.4 ZD 0.2
174. 330 TO 336 344 TO 350 358 TO 364 372 TO 399 421 TO 427 PRIS YD 0.4 ZD 0.2
175. 337 TO 343 PRIS YD 0.4 ZD 0.2
176. 351 TO 357 365 TO 371 407 TO 413 PRIS YD 0.5 ZD 0.25
177. 400 TO 406 414 TO 420 428 TO 441 PRIS YD 0.6 ZD 0.3
178. MEMBER PROPERTY AMERICAN
179. 442 PRIS YD 0.5 ZD 0.25
180. 443 PRIS YD 0.6 ZD 0.3
181. 445 PRIS YD 0.6 ZD 0.3
182. 444 PRIS YD 0.4 ZD 0.2
183. 446 TO 449 PRIS YD 0.4 ZD 0.25
184. CONSTANTS
185. MATERIAL CONCRETE ALL
186. SUPPORTS
187. 1 TO 7 9 TO 24 FIXED
188. DEFINE 1893 LOAD
189. ZONE 0.36 RF 5 I 1 SS 1 ST 1 DM 0.05 DT 2.5
190. SELFWEIGHT
191. MEMBER WEIGHT
192. 246 TO 263 266 271 UNI 2.5
193. 1 TO 22 26 35 TO 57 61 70 TO 92 96 105 TO 127 131 140 TO 162 166 175 TO 197 -
194. 201 210 TO 232 236 245 UNI 15
195. FLOOR WEIGHT
196. YRANGE 3.3 25.5 FLOAD 3.75
197. YRANGE 3.3 19.8 FLOAD 2.5
198. DEFINE WIND LOAD

NOTE : FOR SOFT STORY CHECKING WRITE "CHECK SOFT STORY" AT THE
END OF LOADING UNDER DEFINE 1893 LOAD DEFINITION.

199. TYPE 1
200. INT 0.98 1.02 1.05 1.1 HEIG 10 15 20 30
201. EXP 0.8 JOINT 27 TO 212
202. LOAD 1 LOADTYPE SEISMIC TITLE SLX+
203. 1893 LOAD X 1

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 5

204. LOAD 2 LOADTYPE SEISMIC TITLE SLX -


205. 1893 LOAD X -1.
206. LOAD 3 LOADTYPE SEISMIC TITLE SLZ+
207. 1893 LOAD Z 1
208. LOAD 4 LOADTYPE SEISMIC TITLE SLZ -
209. 1893 LOAD Z -1.
210. LOAD 5 LOADTYPE WIND TITLE WLX+
211. WIND LOAD X 1 TYPE 1
212. LOAD 6 LOADTYPE WIND TITLE WLX -
213. WIND LOAD X -1 TYPE 1
**WARNING-fx fy fz wind forces: -2.0213E+00 0.0000E+00 0.0000E+00
at coordinates: 2.8000E+00 0.0000E+00 2.5000E+00 ignored.
**WARNING-fx fy fz wind forces: -4.0425E+00 0.0000E+00 0.0000E+00
at coordinates: 2.8000E+00 3.3000E+00 2.5000E+00 ignored.
**WARNING-fx fy fz wind forces: -4.0425E+00 0.0000E+00 0.0000E+00
at coordinates: 2.8000E+00 6.6000E+00 2.5000E+00 ignored.
**WARNING-fx fy fz wind forces: -4.1200E+00 0.0000E+00 0.0000E+00
at coordinates: 2.8000E+00 9.9000E+00 2.5000E+00 ignored.
**WARNING-fx fy fz wind forces: -4.2075E+00 0.0000E+00 0.0000E+00
at coordinates: 2.8000E+00 1.3200E+01 2.5000E+00 ignored.
**WARNING-fx fy fz wind forces: -4.3256E+00 0.0000E+00 0.0000E+00
at coordinates: 2.8000E+00 1.6500E+01 2.5000E+00 ignored.
**WARNING-fx fy fz wind forces: -4.4219E+00 0.0000E+00 0.0000E+00
at coordinates: 2.8000E+00 1.9800E+01 2.5000E+00 ignored.
**WARNING-fx fy fz wind forces: -2.2688E+00 0.0000E+00 0.0000E+00
at coordinates: 2.8000E+00 2.3100E+01 2.5000E+00 ignored.
214. LOAD 7 LOADTYPE WIND TITLE WLZ+
215. WIND LOAD Z 1 TYPE 1
216. LOAD 8 LOADTYPE WIND TITLE WLZ -
217. WIND LOAD Z -1 TYPE 1
218. LOAD 9 LOADTYPE DEAD TITLE DL
219. SELFWEIGHT Y -1

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 6

220. MEMBER LOAD


221. 246 TO 263 266 271 UNI GY -2.5
222. 1 TO 22 26 35 TO 57 61 70 TO 92 96 105 TO 127 131 140 TO 162 166 175 TO 197 -
223. 201 210 TO 232 236 245 UNI GY -15
224. FLOOR LOAD
225. YRANGE 3.3 25.5 FLOAD -3.75 GY
226. LOAD 10 LOADTYPE NONE TITLE LIVELOAD
227. FLOOR LOAD
228. YRANGE 3.3 19.8 FLOAD -5 GY
229. YRANGE 23.1 23.1 FLOAD -3 GY
230. LOAD COMBINATION 11
231. 9 1.5 10 1.5
232. LOAD COMBINATION 12
233. 9 1.2 10 1.2 5 1.2
234. LOAD COMBINATION 13
235. 9 1.2 10 1.2 6 1.2
236. LOAD COMBINATION 14
237. 9 1.2 10 1.2 7 1.2
238. LOAD COMBINATION 15
239. 9 1.2 10 1.2 8 1.2
240. LOAD COMBINATION 17
241. 9 1.2 10 1.2 1 1.2
242. LOAD COMBINATION 18
243. 9 1.2 10 1.2 2 1.2
244. LOAD COMBINATION 19
245. 9 1.2 10 1.2 3 1.2
246. LOAD COMBINATION 20
247. 9 1.2 10 1.2 4 1.2
248. LOAD COMBINATION 21
249. 9 1.5 5 1.5
250. LOAD COMBINATION 22
251. 9 1.5 6 1.5
252. LOAD COMBINATION 23
253. 9 1.5 7 1.5
254. LOAD COMBINATION 24
255. 9 1.5 8 1.5
256. LOAD COMBINATION 25
257. 9 1.5 1 1.5
258. LOAD COMBINATION 26
259. 9 1.5 2 1.5
260. LOAD COMBINATION 27
261. 9 1.5 3 1.5
262. LOAD COMBINATION 28
263. 9 1.5 4 1.5
264. LOAD COMBINATION 29
265. 9 0.9 1 1.5
266. LOAD COMBINATION 30
267. 9 0.9 2 1.5
268. LOAD COMBINATION 31
269. 9 0.9 3 1.5

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 7

270. LOAD COMBINATION 32


271. 9 0.9 4 1.5
272. PERFORM ANALYSIS

P R O B L E M S T A T I S T I C S
-----------------------------------

NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 212/ 449/ 23


ORIGINAL/FINAL BAND-WIDTH= 33/ 26/ 162 DOF
TOTAL PRIMARY LOAD CASES = 10, TOTAL DEGREES OF FREEDOM = 1134
SIZE OF STIFFNESS MATRIX = 184 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 14.9/ 52041.6 MB

**WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION


OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH
UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS CHANGE.

*********************************************************
* *
* TIME PERIOD FOR X 1893 LOADING = 0.85107 SEC *
* SA/G PER 1893= 1.175, LOAD FACTOR= 1.000 *
* FACTOR V PER 1893= 0.0405 X 15184.33 *
* *
*********************************************************

*********************************************************
* *
* TIME PERIOD FOR X 1893 LOADING = 0.85107 SEC *
* SA/G PER 1893= 1.175, LOAD FACTOR=-1.000 *
* FACTOR V PER 1893= 0.0405 X 15184.33 *
* *
*********************************************************

*********************************************************
* *
* TIME PERIOD FOR Z 1893 LOADING = 0.85107 SEC *
* SA/G PER 1893= 1.175, LOAD FACTOR= 1.000 *
* FACTOR V PER 1893= 0.0405 X 15184.33 *
* *
*********************************************************

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 8

*********************************************************
* *
* TIME PERIOD FOR Z 1893 LOADING = 0.85107 SEC *
* SA/G PER 1893= 1.175, LOAD FACTOR=-1.000 *
* FACTOR V PER 1893= 0.0405 X 15184.33 *
* *
*********************************************************

273. PERFORM ANALYSIS PRINT ALL

**WARNING- CONSECUTIVE ANALYSIS COMMANDS. ONLY FIRST USED.

274. LOAD LIST 11 TO 15 17 TO 32


275. START CONCRETE DESIGN
277. CODE INDIAN
278. DESIGN BEAM 1 TO 280 446 TO 449

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 9

============================================================================
B E A M N O. 1 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 122.89 0.00 0.00 0.00 122.89
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 110.60 110.60 110.60 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 2 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 110.60 0.00 0.00 0.00 110.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 110.60 110.60 110.60 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 10

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 3 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 110.60 0.00 0.00 0.00 110.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 110.60 110.60 110.60 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 4 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 11

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 110.60 0.00 0.00 0.00 110.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 110.60 110.60 110.60 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 5 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 110.60 0.00 0.00 0.00 110.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 110.60 110.60 110.60 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 12

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 6 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 110.60 0.00 0.00 0.00 110.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 110.60 110.60 110.60 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c
----------------------------------------------------------------------------

============================================================================

*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 7 IS LESS THAN 2.5.


DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A
CONTINUOUS BEAM AND AWAY FROM THE CRITICAL SECTION FOR
ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED.,
OTHERWISE PROVIDE ENSH AND RENSH PARAMETERS ***

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 13

============================================================================
B E A M N O. 7 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 150.0 mm 300.0 mm 450.0 mm 600.0 mm
----------------------------------------------------------------------------
TOP 297.03 226.67 165.28 111.97 110.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 0.00 0.00 110.60 110.60


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 150.0 mm 300.0 mm 450.0 mm 600.0 mm
----------------------------------------------------------------------------
TOP 4-10í 3-10í 3-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 8 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 139.28 0.00 0.00 139.28 332.74
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 138.46 160.33 138.46 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 13 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 14

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 3-12í 2-12í 2-12í 3-12í 3-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 3-12í 3-12í 3-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 9 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 277.83 0.00 0.00 0.00 277.83
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 110.60 133.57 110.60 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 10 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 14 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 15

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 136.40 0.00 0.00 0.00 136.40
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 110.60 110.60 110.60 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 11 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 139.05 0.00 0.00 0.00 139.05
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 104.46 104.46 104.46 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 15 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 16

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 3-10í 2-10í 2-10í 2-10í 3-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 3-10í 3-10í 3-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 12 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 309.14 0.00 0.00 0.00 309.14
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 104.46 146.48 104.46 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 3-10í 3-10í 3-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 13 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 16 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 17

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 136.40 0.00 0.00 0.00 136.40
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 110.60 110.60 110.60 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c @ 200 mm c/c
----------------------------------------------------------------------------

============================================================================

*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 14 IS LESS THAN 2.5.


DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A
CONTINUOUS BEAM AND AWAY FROM THE CRITICAL SECTION FOR
ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED.,
OTHERWISE PROVIDE ENSH AND RENSH PARAMETERS ***

============================================================================
B E A M N O. 14 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 705.02 561.66 433.82 319.32 216.55
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 0.00 0.00 0.00 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 17 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 18

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 9-10í 8-10í 6-10í 5-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 15 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 201.84 0.00 0.00 0.00 201.84
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 151.57 151.57 151.57 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 16 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 18 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 19

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 190.03 0.00 0.00 0.00 190.03
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 151.57 151.57 151.57 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 17 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 151.57 0.00 0.00 0.00 151.57
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 151.57 151.57 151.57 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 20

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 18 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 528.00 0.00 0.00 0.00 528.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 139.28 248.08 139.28 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 7-10í 2-10í 2-10í 2-10í 7-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 3-10í 4-10í 3-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 19 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 21

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 151.57 0.00 0.00 0.00 151.57
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 151.57 151.57 151.57 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 20 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 436.72 0.00 0.00 0.00 436.72
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 138.46 209.02 138.46 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 22

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 4-12í 2-12í 2-12í 2-12í 4-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 3-12í 3-12í 3-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 21 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 849.15 0.00 0.00 0.00 849.15
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 139.28 377.49 139.28 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 11-10í 2-10í 2-10í 2-10í 11-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 2-10í 3-10í 5-10í 3-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 22 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 23

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 151.57 0.00 0.00 0.00 151.57
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 151.57 151.57 151.57 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c @ 270 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 23 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 319.52 0.00 0.00 0.00 319.52
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 318.90 318.90 318.90 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 24

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 3-12í 2-12í 2-12í 2-12í 3-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 3-12í 3-12í 3-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 300 mm c/c @ 300 mm c/c @ 300 mm c/c @ 300 mm c/c @ 300 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 24 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 318.90 318.90 0.00 0.00 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 0.00 318.90 318.90 318.90


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 3-12í 3-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 2-12í 3-12í 3-12í 3-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 25 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 25

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 318.90 0.00 0.00 0.00 318.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 318.90 318.90 318.90 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 3-12í 2-12í 2-12í 2-12í 3-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 3-12í 3-12í 3-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 300 mm c/c @ 300 mm c/c @ 300 mm c/c @ 300 mm c/c @ 300 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 26 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 259.58 0.00 0.00 0.00 697.24
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 216.83 315.24 173.07 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 26

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 9-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 4-12í 4-12í 4-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 27 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 151.57 151.57 151.57 151.57 151.57
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 151.57 151.57 151.57 151.57


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 28 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 27

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 139.28 0.00 0.00 0.00 139.28
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 139.28 139.28 139.28 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 3-10í 2-10í 2-10í 2-10í 3-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 3-10í 3-10í 3-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 29 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 139.28 0.00 0.00 0.00 139.28
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 139.28 139.28 139.28 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 28

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 3-10í 2-10í 2-10í 2-10í 3-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 3-10í 3-10í 3-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 30 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 139.28 0.00 0.00 0.00 139.28
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 139.28 139.28 139.28 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 3-10í 2-10í 2-10í 2-10í 3-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 3-10í 3-10í 3-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 31 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 29

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 0.00 0.00 318.90 319.52 319.52
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 318.90 318.90 318.90 0.00 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 3-12í 3-12í 3-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-12í 3-12í 3-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 32 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 139.28 139.28 0.00 0.00 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 0.00 139.28 139.28 139.28


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 30

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 3-10í 3-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 3-10í 3-10í 3-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 33 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 174.10 0.00 0.00 174.10 174.10
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 173.07 173.07 0.00 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 4-12í 2-12í 2-12í 4-12í 4-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 4-12í 4-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 34 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 31

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 139.28 0.00 0.00 0.00 139.28
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 139.28 139.28 139.28 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 3-10í 2-10í 2-10í 2-10í 3-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 3-10í 3-10í 3-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 35 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 436.72 0.00 0.00 0.00 436.72
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 138.46 209.02 138.46 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 32

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 4-12í 2-12í 2-12í 2-12í 4-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 3-12í 3-12í 3-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

============================================================================

============================================================================
B E A M N O. 36 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 752.06 352.68 284.71 311.91 768.29
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 752.32 427.19 262.98 281.64 481.88


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 7-12í 4-12í 3-12í 3-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-12í 4-12í 3-12í 3-12í 5-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 80 mm c/c @ 70 mm c/c @ 70 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -18.70 MX = 13.96 LD= 28
Provide 2 Legged 8í @ 80 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -31.66 MX = 13.96 LD= 28
Provide 2 Legged 8í @ 70 mm c/c

============================================================================

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STAAD SPACE -- PAGE NO. 33

============================================================================
B E A M N O. 37 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 693.50 281.79 148.98 248.34 616.11
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 487.22 259.60 198.47 287.72 529.46


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 9-10í 4-10í 2-10í 4-10í 8-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-10í 4-10í 3-10í 4-10í 7-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 58.66 MX = -4.33 LD= 18
Provide 2 Legged 8í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -15.78 MX = -10.68 LD= 28
Provide 2 Legged 8í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 38 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 34

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 644.28 270.48 161.07 293.83 727.17
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 563.39 312.91 217.12 283.05 505.14


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 6-12í 3-12í 2-12í 3-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-12í 3-12í 2-12í 3-12í 5-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -14.30 MX = 11.88 LD= 20
Provide 2 Legged 8í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -26.14 MX = 11.88 LD= 20
Provide 2 Legged 8í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 39 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 637.10 234.15 0.00 241.38 647.44
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 488.21 253.23 110.60 248.95 480.95


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 35

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 6-12í 3-12í 2-12í 3-12í 6-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-10í 4-10í 2-10í 4-10í 7-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 71.18 MX = 0.17 LD= 26
Provide 2 Legged 8í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -70.09 MX = 0.65 LD= 25
Provide 2 Legged 8í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 40 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 617.37 238.08 0.00 238.81 611.98
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 465.74 243.62 110.60 252.24 482.77


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-20í 2-20í 2-20í 2-20í 2-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-10í 4-10í 2-10í 4-10í 7-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 36

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 70.20 MX = -0.37 LD= 26
Provide 2 Legged 8í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -69.55 MX = 0.24 LD= 25
Provide 2 Legged 8í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 41 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 634.70 235.21 135.24 308.48 747.46
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 427.84 199.24 128.97 298.24 559.05


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 6-12í 3-12í 2-12í 3-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-12í 2-12í 2-12í 3-12í 5-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 69.60 MX = -1.49 LD= 26
Provide 2 Legged 8í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -21.65 MX = -7.43 LD= 28
Provide 2 Legged 8í @ 90 mm c/c

============================================================================

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STAAD SPACE -- PAGE NO. 37

============================================================================
B E A M N O. 42 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

Section fails while designing section: 0.0 mm


Exceeding maxm. % while detailing

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 8.17 45.67 31 | 90.12 -56.47 28
| 0.00 -45.21 -56.47 28 |
50.0 | 0.00 7.54 45.67 31 | 88.65 -56.47 28
| 0.00 -40.74 -56.47 28 |
100.0 | 0.00 6.87 45.67 31 | 87.42 -56.47 28
| 0.00 -36.34 -56.47 28 |
150.0 | 0.00 6.15 45.67 31 | 85.98 -56.47 28
| 0.00 -32.01 -56.47 28 |
200.0 | 0.00 5.39 45.67 31 | 84.58 -56.47 28
| 0.00 -27.74 -56.47 28 |
250.0 | 0.00 4.60 45.67 31 | 83.35 -56.47 28
| 0.00 -23.54 -56.47 28 |
300.0 | 0.00 3.76 45.67 31 | 81.97 -56.47 28
| 0.00 -19.41 -56.47 28 |
350.0 | 0.00 2.88 45.67 31 | 80.63 -56.47 28
| 0.00 -15.35 -56.47 28 |
400.0 | 0.00 1.97 45.67 31 | 79.40 -56.47 28
| 0.00 -11.34 -56.47 28 |
450.0 | 0.00 1.01 45.67 31 | 78.09 -56.47 28
| 0.00 -7.41 -56.47 28 |
500.0 | 0.00 0.02 45.67 31 | 76.81 -56.47 28
| 0.00 -3.54 -56.47 28 |
550.0 | 0.00 0.27 -56.47 28 | 75.58 -56.47 28
| 0.00 -1.01 45.67 31 |
600.0 | 0.00 4.02 -56.47 28 | 74.33 -56.47 28
| 0.00 -2.08 45.67 31 |
============================================================================

============================================================================
B E A M N O. 43 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 1258.48 398.85 0.00 513.68 1543.74
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 984.38 649.67 328.26 694.52 953.07


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 38

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 5-20í 3-20í 2-20í 3-20í 5-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-16í 4-16í 3-16í 4-16í 5-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -76.07 MX = 1.59 LD= 27
Provide 2 Legged 8í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 44 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 782.83 142.34 0.00 123.17 803.63
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 175.86 269.31 260.63 206.79 111.17


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 4-16í 2-16í 2-16í 2-16í 4-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-10í 4-10í 4-10í 3-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 39

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 38.62 MX = -4.70 LD= 27
Provide 2 Legged 8í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -37.32 MX = -4.70 LD= 27
Provide 2 Legged 8í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 45 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 657.91 170.04 0.00 202.59 681.10
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 275.71 192.48 110.60 247.29 335.94


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 9-10í 3-10í 2-10í 3-10í 9-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-12í 2-12í 2-12í 3-12í 3-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 52.86 MX = -0.20 LD= 26
Provide 2 Legged 8í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -51.47 MX = -0.12 LD= 25
Provide 2 Legged 8í @ 90 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 40

============================================================================
B E A M N O. 46 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while designing section: 0.0 mm


Exceeding maxm. % while detailing

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 82.57 0.21 31 | 110.70 -0.37 28
| 0.00 -92.54 -0.37 28 |
166.7 | 0.00 70.47 0.21 31 | 106.55 -0.37 28
| 0.00 -74.43 -0.37 28 |
333.3 | 0.00 58.16 0.17 27 | 102.10 -0.37 28
| 0.00 -57.26 -0.33 32 |
500.0 | 0.00 46.11 0.17 27 | 97.68 -0.37 28
| 0.00 -41.53 -0.33 32 |
666.7 | 0.00 33.30 0.17 27 | 93.19 -0.37 28
| 0.00 -26.25 -0.33 32 |
833.3 | 0.00 19.70 0.17 27 | 88.03 -0.37 28
| 0.00 -11.44 -0.33 32 |
1000.0 | 0.00 6.03 -0.48 11 | -88.99 0.17 27
| 0.00 0.00 0.00 11 |
1166.7 | 0.00 18.38 -0.37 28 | -93.75 0.17 27
| 0.00 -11.65 0.21 31 |
1333.3 | 0.00 31.03 -0.37 28 | -98.91 0.17 27
| 0.00 -27.03 0.21 31 |
1500.0 | 0.00 42.88 -0.37 28 | -103.41 0.17 27
| 0.00 -42.88 0.21 31 |
1666.7 | 0.00 55.28 -0.33 32 | -107.82 0.17 27
| 0.00 -60.49 0.17 27 |
1833.3 | 0.00 67.24 -0.33 32 | -112.27 0.17 27
| 0.00 -78.84 0.17 27 |
2000.0 | 0.00 78.77 -0.33 32 | -116.42 0.17 27
| 0.00 -97.90 0.17 27 |
============================================================================

============================================================================
B E A M N O. 47 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 1994.89 661.52 0.00 707.35 1957.64
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1681.22 740.83 281.04 875.34 1632.91


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 41

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 10-16í 4-16í 2-16í 4-16í 10-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 9-16í 4-16í 3-16í 5-16í 9-16í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 83.20 MX = -0.44 LD= 28
Provide 2 Legged 8í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -81.00 MX = 0.56 LD= 27
Provide 2 Legged 8í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 48 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 825.43 265.78 0.00 274.91 837.64
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 507.88 354.11 164.40 319.55 460.47


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 7-10í 5-10í 3-10í 5-10í 6-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 42

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM START SUPPORT


VY = 58.48 MX = 2.10 LD= 26
Provide 2 Legged 8í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -60.47 MX = 3.07 LD= 25
Provide 2 Legged 8í @ 90 mm c/c

============================================================================

*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 49 IS LESS THAN 2.5.


DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A
CONTINUOUS BEAM AND AWAY FROM THE CRITICAL SECTION FOR
ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED.,
OTHERWISE PROVIDE ENSH AND RENSH PARAMETERS ***

============================================================================
B E A M N O. 49 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 3021.06 2670.43 2329.53 1998.14 1676.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2151.09 1744.85 1349.89 1136.98 1112.41


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 10-20í 9-20í 8-20í 7-20í 6-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 7-20í 6-20í 5-20í 4-20í 4-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 100.25 MX = -35.34 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 43

============================================================================
B E A M N O. 50 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 911.26 277.64 0.00 218.52 899.99
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 467.54 402.25 221.58 295.21 349.11


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-10í 6-10í 3-10í 4-10í 5-10í


REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 72.24 MX = 2.61 LD= 25
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -77.19 MX = 1.99 LD= 26
Provide 2 Legged 8í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 51 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 44

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 825.73 228.18 0.00 201.75 811.71
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 316.19 270.73 254.72 282.91 310.52


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 43.84 MX = 8.68 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -32.94 MX = 8.68 LD= 27
Provide 2 Legged 8í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 52 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 886.10 269.23 149.52 336.42 896.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 451.40 303.31 257.31 431.05 613.93


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 45

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-20í 2-20í 2-20í 2-20í 2-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 46.79 MX = -11.01 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -75.10 MX = -3.05 LD= 26
Provide 2 Legged 8í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 53 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 2528.93 761.84 0.00 1014.89 2933.99
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1792.41 1111.74 524.76 1130.88 2246.93


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 6-25í 3-25í 2-25í 3-25í 6-25í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 9-16í 6-16í 3-16í 6-16í 12-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 46

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 96.21 MX = 0.59 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -101.35 MX = -0.27 LD= 28
Provide 2 Legged 8í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 54 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 889.66 295.64 150.34 389.38 1089.78
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 624.93 394.96 187.20 394.26 612.24


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 5-16í 2-16í 2-16í 2-16í 6-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 2-20í 2-20í 2-20í 2-20í 2-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 78.82 MX = -2.86 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -84.63 MX = -2.66 LD= 25
Provide 2 Legged 8í @ 120 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 47

============================================================================
B E A M N O. 55 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while designing section: 0.0 mm


Exceeding maxm. % while detailing

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 79.38 -0.29 32 | 102.26 0.59 27
| 0.00 -114.42 0.59 27 |
283.3 | 0.00 71.02 -0.29 32 | 94.74 0.59 27
| 0.00 -86.48 0.59 27 |
566.7 | 0.00 61.52 -0.22 28 | 87.13 0.59 27
| 0.00 -60.87 0.52 31 |
850.0 | 0.00 53.60 -0.22 28 | 78.58 0.59 27
| 0.00 -40.50 0.52 31 |
1133.3 | 0.00 43.28 -0.22 28 | 70.46 0.59 27
| 0.00 -21.57 0.52 31 |
1416.7 | 0.00 30.38 -0.22 28 | 60.74 0.59 27
| 0.00 -4.18 0.52 31 |
1700.0 | 0.00 21.10 0.18 11 | -59.52 -0.22 28
| 0.00 0.00 0.00 11 |
1983.3 | 0.00 31.45 0.59 27 | -68.92 -0.22 28
| 0.00 -8.97 -0.29 32 |
2266.7 | 0.00 42.04 0.59 27 | -78.64 -0.22 28
| 0.00 -27.74 -0.29 32 |
2550.0 | 0.00 50.04 0.59 27 | -86.77 -0.22 28
| 0.00 -48.07 -0.29 32 |
2833.3 | 0.00 59.19 0.52 31 | -95.32 -0.22 28
| 0.00 -73.38 -0.22 28 |
3116.7 | 0.00 67.46 0.52 31 | -102.93 -0.22 28
| 0.00 -101.48 -0.22 28 |
3400.0 | 0.00 74.43 0.52 31 | -110.45 -0.22 28
| 0.00 -131.74 -0.22 28 |
============================================================================

============================================================================
B E A M N O. 56 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while designing section: 0.0 mm


Exceeding maxm. % while detailing

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 48

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 42.71 -0.37 32 | 106.31 0.64 27
| 0.00 -133.71 0.64 27 |
375.0 | 0.00 45.02 -0.37 32 | 96.47 0.64 27
| 0.00 -95.68 0.64 27 |
750.0 | 0.00 45.00 -0.37 32 | 85.94 0.64 27
| 0.00 -61.49 0.64 27 |
1125.0 | 0.00 45.27 -0.31 28 | 74.72 0.64 27
| 0.00 -34.22 0.57 31 |
1500.0 | 0.00 45.17 -0.31 28 | 62.02 0.64 27
| 0.00 -13.76 0.57 31 |
1875.0 | 0.00 40.44 -0.31 28 | 49.57 0.64 27
| 0.00 0.00 0.00 11 |
2250.0 | 0.00 40.53 0.25 11 | 37.12 0.64 27
| 0.00 0.00 0.00 11 |
2625.0 | 0.00 42.86 0.64 27 | -43.73 -0.31 28
| 0.00 0.00 0.00 11 |
3000.0 | 0.00 49.77 0.64 27 | -56.18 -0.31 28
| 0.00 -11.36 -0.37 32 |
3375.0 | 0.00 52.05 0.64 27 | -68.88 -0.31 28
| 0.00 -30.51 -0.37 32 |
3750.0 | 0.00 50.48 0.57 31 | -80.10 -0.31 28
| 0.00 -52.97 -0.31 28 |
4125.0 | 0.00 51.80 0.57 31 | -90.63 -0.31 28
| 0.00 -84.96 -0.31 28 |
4500.0 | 0.00 50.81 0.57 31 | -100.48 -0.31 28
| 0.00 -120.81 -0.31 28 |
============================================================================

============================================================================
B E A M N O. 57 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 1019.15 347.10 0.00 366.89 1137.44
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 728.85 438.68 151.16 346.58 597.37


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 6-16í 2-16í 2-16í 2-16í 6-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-12í 4-12í 2-12í 4-12í 6-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 49

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM START SUPPORT


VY = 85.26 MX = -1.42 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -95.07 MX = -1.04 LD= 25
Provide 2 Legged 8í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 58 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 1511.25 410.72 0.00 405.26 1619.52
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 692.98 551.64 534.58 476.39 602.98


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 8-16í 3-16í 2-16í 3-16í 9-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 9-10í 8-10í 7-10í 7-10í 8-10í


REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 125.95 MX = -2.43 LD= 18
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -132.72 MX = -0.42 LD= 17
Provide 2 Legged 8í @ 180 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 50

============================================================================
B E A M N O. 59 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 1362.59 761.02 532.60 382.75 318.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 645.68 525.23 671.55 808.75 889.17


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 7-16í 4-16í 3-16í 3-16í 3-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-12í 5-12í 6-12í 8-12í 8-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) 2 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 180 mm c/c @ 130 mm c/c @ 140 mm c/c @ 140 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 53.65 MX = 62.63 LD= 27
Provide 2 Legged 12í @ 130 mm c/c

============================================================================

============================================================================
B E A M N O. 60 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 51

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 1583.06 450.57 0.00 477.11 1672.94
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 816.30 591.92 504.80 575.27 784.41


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 8-16í 3-16í 2-16í 3-16í 9-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 11-10í 8-10í 7-10í 8-10í 10-10í


REINF. 2 layer(s) 2 layer(s) 1 layer(s) 2 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 130.07 MX = -1.70 LD= 18
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -136.40 MX = 0.27 LD= 17
Provide 2 Legged 8í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 61 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 1909.52 336.13 0.00 765.91 2723.36
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1199.10 992.16 718.76 1177.40 1834.07


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 52

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 10-16í 4-16í 2-16í 4-16í 14-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-20í 4-20í 4-20í 4-20í 6-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -96.22 MX = -1.49 LD= 27
Provide 2 Legged 8í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 62 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 939.92 420.53 150.34 223.18 405.97
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 391.79 315.51 372.12 305.98 370.16


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 2-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-10í 5-10í 5-10í 4-10í 5-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 53

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM START SUPPORT


VY = 19.48 MX = -18.32 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 63 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while designing section: 0.0 mm


Exceeding maxm. % while detailing

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 92.88 -0.03 31 | 126.02 -2.39 28
| 0.00 -104.04 -2.39 28 |
166.7 | 0.00 75.54 -0.03 31 | 122.87 -2.39 28
| 0.00 -83.20 -2.39 28 |
333.3 | 0.00 57.94 -0.03 31 | 122.05 -2.39 28
| 0.00 -62.78 -2.39 28 |
500.0 | 0.00 40.09 -0.03 31 | 118.99 -2.39 28
| 0.00 -42.79 -2.39 28 |
666.7 | 0.00 21.77 -0.64 27 | 116.19 -2.39 28
| 0.00 -23.13 -2.39 28 |
833.3 | 0.00 4.23 -0.94 19 | 114.66 -2.39 28
| 0.00 -3.88 -2.39 28 |
1000.0 | 0.00 14.94 -2.39 28 | 111.95 -2.39 28
| 0.00 -14.78 -0.64 27 |
1166.7 | 0.00 33.43 -2.39 28 | 109.59 -2.39 28
| 0.00 -33.60 -0.64 27 |
1333.3 | 0.00 51.56 -2.39 28 | -115.80 -0.64 27
| 0.00 -52.78 -0.64 27 |
1500.0 | 0.00 69.97 -1.78 32 | -117.54 -0.64 27
| 0.00 -72.26 -0.64 27 |
1666.7 | 0.00 88.00 -1.78 32 | -118.85 -0.64 27
| 0.00 -91.96 -0.64 27 |
1833.3 | 0.00 105.92 -1.78 32 | -119.67 -0.64 27
| 0.00 -111.84 -0.64 27 |
2000.0 | 0.00 123.75 -1.78 32 | -120.36 -0.64 27
| 0.00 -131.86 -0.64 27 |
============================================================================

============================================================================
B E A M N O. 64 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 2536.87 1011.26 0.00 1091.52 2712.38
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 54

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 13-16í 6-16í 2-16í 6-16í 14-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 19-12í 10-12í 3-12í 10-12í 19-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 79.39 MX = -0.74 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -81.49 MX = 0.27 LD= 19
Provide 2 Legged 8í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 65 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 2541.64 960.19 0.00 731.95 2148.96
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2035.92 991.73 463.40 936.85 1705.07


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 13-16í 5-16í 2-16í 4-16í 11-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 19-12í 9-12í 5-12í 9-12í 16-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 55

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 79.76 MX = 0.28 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -74.12 MX = 0.55 LD= 19
Provide 2 Legged 8í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 66 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 317.67 397.06 514.69 767.09 1159.01
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 875.24 773.76 650.49 642.45 746.30


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 3-16í 3-16í 3-16í 4-16í 6-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 8-12í 7-12í 6-12í 6-12í 7-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 180 mm c/c @ 150 mm c/c @ 140 mm c/c @ 140 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT


VY = -45.98 MX = -60.97 LD= 27
Provide 2 Legged 10í @ 100 mm c/c

============================================================================

============================================================================
B E A M N O. 67 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 56

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 2034.75 1094.01 250.78 389.48 1256.81
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1880.87 1050.37 311.12 415.68 1191.82


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 18-12í 10-12í 3-12í 4-12í 12-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 6-20í 4-20í 3-20í 3-20í 4-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 81.19 MX = -0.38 LD= 28
Provide 2 Legged 12í @ 110 mm c/c

============================================================================

============================================================================
B E A M N O. 68 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 1403.19 403.19 232.11 1279.71 2806.37
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1421.37 571.72 373.57 1088.57 2207.73


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 57

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 7-16í 4-16í 4-16í 7-16í 14-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 8-16í 4-16í 4-16í 6-16í 11-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -85.15 MX = 1.64 LD= 19
Provide 2 Legged 10í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 69 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 2296.25 679.05 0.00 815.98 2776.96
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1590.63 933.94 764.29 899.29 2452.14


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 12-16í 4-16í 2-16í 5-16í 14-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-25í 3-25í 3-25í 3-25í 5-25í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 58

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 79.17 MX = 0.13 LD= 20
Provide 2 Legged 12í @ 110 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -84.99 MX = 0.66 LD= 19
Provide 2 Legged 10í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 70 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while detailing


Exceeding maxm. % while detailing

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 90.63 0.55 31 | 124.29 -0.52 28
| 0.00 -146.79 -0.52 28 |
283.3 | 0.00 81.39 0.55 31 | 116.64 -0.52 28
| 0.00 -112.62 -0.52 28 |
566.7 | 0.00 70.78 0.55 31 | 108.02 -0.52 28
| 0.00 -80.75 -0.52 28 |
850.0 | 0.00 60.44 0.55 27 | 98.58 -0.52 28
| 0.00 -53.24 -0.53 32 |
1133.3 | 0.00 49.83 0.55 27 | 89.31 -0.52 28
| 0.00 -29.87 -0.53 32 |
1416.7 | 0.00 36.11 0.55 27 | 76.54 -0.52 28
| 0.00 -8.37 -0.53 32 |
1700.0 | 0.00 27.59 0.03 11 | -65.94 0.55 27
| 0.00 0.00 0.00 11 |
1983.3 | 0.00 35.53 -0.52 28 | -77.26 0.55 27
| 0.00 -8.11 0.55 31 |
2266.7 | 0.00 49.05 -0.52 28 | -90.02 0.55 27
| 0.00 -29.73 0.55 31 |
2550.0 | 0.00 59.46 -0.52 28 | -99.29 0.55 27
| 0.00 -53.22 0.55 31 |
2833.3 | 0.00 69.92 -0.53 32 | -108.73 0.55 27
| 0.00 -81.18 0.55 27 |
3116.7 | 0.00 80.41 -0.53 32 | -117.35 0.55 27
| 0.00 -113.25 0.55 27 |
3400.0 | 0.00 89.53 -0.53 32 | -125.00 0.55 27
| 0.00 -147.62 0.55 27 |
============================================================================

============================================================================
B E A M N O. 71 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 59

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 690.65 326.24 281.94 351.77 790.50
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 768.04 427.81 267.68 256.33 456.26


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 7-12í 3-12í 3-12í 4-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-12í 4-12í 3-12í 3-12í 5-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 70 mm c/c @ 70 mm c/c @ 70 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -25.52 MX = 14.37 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -38.47 MX = 14.37 LD= 28
Provide 2 Legged 10í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 72 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 791.51 323.25 149.90 268.76 678.55
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 545.97 292.43 204.10 321.44 594.09


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 60

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 7-12í 3-12í 2-12í 3-12í 6-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-16í 2-16í 2-16í 2-16í 3-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 66.92 MX = -4.13 LD= 18
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -15.19 MX = -11.09 LD= 28
Provide 2 Legged 10í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 73 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 712.63 288.08 176.62 327.68 808.04
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 670.43 347.75 238.53 299.13 562.93


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-12í 4-12í 3-12í 3-12í 5-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 80 mm c/c @ 80 mm c/c @ 70 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 61

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -23.39 MX = 12.95 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -36.35 MX = 12.95 LD= 28
Provide 2 Legged 10í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 74 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 738.06 265.44 0.00 270.27 740.25
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 555.63 279.39 110.19 279.56 554.69


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 7-12í 3-12í 2-12í 3-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-12í 3-12í 2-12í 3-12í 5-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 78.77 MX = 0.10 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -77.23 MX = 0.47 LD= 25
Provide 2 Legged 10í @ 90 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 62

============================================================================
B E A M N O. 75 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 718.90 258.29 0.00 269.07 728.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 535.03 266.99 110.19 284.55 556.47


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 7-12í 3-12í 2-12í 3-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-12í 3-12í 2-12í 3-12í 5-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 77.37 MX = -0.31 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -76.79 MX = 0.21 LD= 25
Provide 2 Legged 10í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 76 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 63

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 683.12 252.64 168.55 290.63 694.26
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 427.01 200.79 169.88 321.69 579.89


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 9-10í 4-10í 3-10í 4-10í 9-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-16í 2-16í 2-16í 2-16í 3-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 73.78 MX = -1.57 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -14.84 MX = -9.50 LD= 28
Provide 2 Legged 10í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 77 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

Section fails while detailing


Exceeding maxm. % while detailing

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 64

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 12.83 54.41 31 | 99.92 -66.65 28
| 0.00 -50.30 -66.65 28 |
50.0 | 0.00 11.77 54.41 31 | 98.45 -66.65 28
| 0.00 -45.34 -66.65 28 |
100.0 | 0.00 10.68 54.41 31 | 97.22 -66.65 28
| 0.00 -40.45 -66.65 28 |
150.0 | 0.00 9.54 54.41 31 | 95.78 -66.65 28
| 0.00 -35.62 -66.65 28 |
200.0 | 0.00 8.36 54.41 31 | 94.38 -66.65 28
| 0.00 -30.87 -66.65 28 |
250.0 | 0.00 7.14 54.41 31 | 93.14 -66.65 28
| 0.00 -26.18 -66.65 28 |
300.0 | 0.00 5.88 54.41 31 | 91.77 -66.65 28
| 0.00 -21.56 -66.65 28 |
350.0 | 0.00 4.58 54.41 31 | 90.43 -66.65 28
| 0.00 -17.00 -66.65 28 |
400.0 | 0.00 3.24 54.41 31 | 89.20 -66.65 28
| 0.00 -12.51 -66.65 28 |
450.0 | 0.00 1.86 54.41 31 | 87.89 -66.65 28
| 0.00 -8.09 -66.65 28 |
500.0 | 0.00 0.45 54.41 31 | 86.61 -66.65 28
| 0.00 -3.72 -66.65 28 |
550.0 | 0.00 0.58 -66.65 28 | 85.38 -66.65 28
| 0.00 -1.00 54.41 31 |
600.0 | 0.00 4.81 -66.65 28 | 84.13 -66.65 28
| 0.00 -2.49 54.41 31 |
============================================================================

============================================================================
B E A M N O. 78 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 1514.17 492.31 0.00 681.51 1849.52
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1226.14 714.81 374.20 927.07 1320.26


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 5-20í 3-20í 2-20í 3-20í 6-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 16-10í 10-10í 5-10í 12-10í 17-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 65

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -84.19 MX = 1.91 LD= 27
Provide 2 Legged 10í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 79 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 818.04 168.65 0.00 152.24 837.09
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 222.44 289.46 256.12 228.25 158.65


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-10í 4-10í 4-10í 3-10í 3-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 39.31 MX = -4.61 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -36.63 MX = -4.61 LD= 27
Provide 2 Legged 10í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 80 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 66

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 686.41 186.25 0.00 233.53 783.80
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 341.66 229.92 110.60 258.79 368.94


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 7-12í 2-12í 2-12í 3-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-10í 3-10í 2-10í 4-10í 5-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 54.02 MX = -0.37 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -56.59 MX = -0.14 LD= 25
Provide 2 Legged 10í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 81 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while detailing


Exceeding maxm. % while detailing

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 67

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 91.02 0.43 31 | 120.78 -0.48 28
| 0.00 -102.75 -0.48 28 |
166.7 | 0.00 77.53 0.43 31 | 116.63 -0.48 28
| 0.00 -82.97 -0.48 28 |
333.3 | 0.00 63.62 0.43 31 | 112.18 -0.48 28
| 0.00 -63.89 -0.48 28 |
500.0 | 0.00 50.19 0.42 27 | 107.77 -0.48 28
| 0.00 -46.48 -0.46 32 |
666.7 | 0.00 36.07 0.42 27 | 103.27 -0.48 28
| 0.00 -29.60 -0.46 32 |
833.3 | 0.00 21.17 0.42 27 | 98.11 -0.48 28
| 0.00 -13.18 -0.46 32 |
1000.0 | 0.00 6.11 -0.35 11 | -96.83 0.42 27
| 0.00 0.00 0.00 11 |
1166.7 | 0.00 19.93 -0.48 28 | -101.59 0.42 27
| 0.00 -12.87 0.43 31 |
1333.3 | 0.00 34.25 -0.48 28 | -106.75 0.42 27
| 0.00 -29.63 0.43 31 |
1500.0 | 0.00 47.79 -0.48 28 | -111.25 0.42 27
| 0.00 -46.87 0.43 31 |
1666.7 | 0.00 61.57 -0.46 32 | -115.66 0.42 27
| 0.00 -65.55 0.42 27 |
1833.3 | 0.00 75.13 -0.46 32 | -120.11 0.42 27
| 0.00 -85.21 0.42 27 |
2000.0 | 0.00 88.27 -0.46 32 | -124.26 0.42 27
| 0.00 -105.57 0.42 27 |
============================================================================

============================================================================
B E A M N O. 82 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 2161.22 757.26 0.00 795.45 2143.58
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1671.51 859.08 283.11 957.50 1651.55


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 7-20í 3-20í 2-20í 3-20í 7-20í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 9-16í 5-16í 3-16í 5-16í 9-16í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 68

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 88.84 MX = -0.57 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -87.42 MX = 0.68 LD= 27
Provide 2 Legged 10í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 83 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 865.23 285.24 0.00 310.97 910.21
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 575.13 389.75 156.48 338.91 513.15


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-16í 2-16í 2-16í 2-16í 3-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM START SUPPORT


VY = 61.65 MX = 1.66 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -65.58 MX = 2.70 LD= 25
Provide 2 Legged 10í @ 90 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 69

*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 84 IS LESS THAN 2.5.


DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A
CONTINUOUS BEAM AND AWAY FROM THE CRITICAL SECTION FOR
ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED.,
OTHERWISE PROVIDE ENSH AND RENSH PARAMETERS ***

============================================================================
B E A M N O. 84 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 3343.00 2898.41 2506.93 2093.11 1773.39
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2527.84 1977.48 1511.54 1311.32 1274.73


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 17-16í 15-16í 13-16í 11-16í 9-16í
REINF. 2 layer(s) 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 23-12í 18-12í 14-12í 12-12í 12-12í


REINF. 2 layer(s) 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 70 mm c/c @ 80 mm c/c @ 80 mm c/c @ 80 mm c/c @ 80 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 104.04 MX = -40.10 LD= 25
Provide 2 Legged 12í @ 80 mm c/c

============================================================================

============================================================================
B E A M N O. 85 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 70

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 1018.25 302.27 0.00 233.51 951.94
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 504.60 408.49 214.67 318.64 406.66


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 6-16í 2-16í 2-16í 2-16í 5-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-10í 6-10í 3-10í 5-10í 6-10í


REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 76.56 MX = 2.24 LD= 25
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -78.86 MX = 1.77 LD= 26
Provide 2 Legged 10í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 86 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 907.75 259.69 151.16 240.51 923.96
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 400.01 311.97 271.52 317.55 384.90


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 71

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-16í 2-16í 2-16í 2-16í 2-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 43.20 MX = 10.06 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -33.57 MX = 10.06 LD= 27
Provide 2 Legged 10í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 87 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 921.01 279.59 151.16 363.43 978.88
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 498.77 317.43 258.20 430.21 654.71


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 2-25í 2-25í 2-25í 2-25í 2-25í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-12í 3-12í 3-12í 4-12í 6-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 72

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 48.81 MX = -11.55 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -79.67 MX = -2.65 LD= 26
Provide 2 Legged 10í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 88 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while designing section: 3700.0 mm


Exceeds maxm. permissible tensile steel %

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 89.83 -0.30 32 | 114.05 0.63 27
| 0.00 -137.28 0.63 27 |
308.3 | 0.00 80.54 -0.30 32 | 106.09 0.63 27
| 0.00 -103.35 0.63 27 |
616.7 | 0.00 69.71 -0.30 32 | 97.08 0.63 27
| 0.00 -71.98 0.63 27 |
925.0 | 0.00 60.68 -0.21 28 | 88.22 0.63 27
| 0.00 -46.83 0.55 31 |
1233.3 | 0.00 49.36 -0.21 28 | 79.05 0.63 27
| 0.00 -23.97 0.55 31 |
1541.7 | 0.00 34.95 -0.21 28 | 67.63 0.63 27
| 0.00 -2.96 0.55 31 |
1850.0 | 0.00 27.29 0.06 11 | -62.65 -0.21 28
| 0.00 0.00 0.00 11 |
2158.3 | 0.00 40.54 0.63 27 | -72.72 -0.21 28
| 0.00 -11.06 -0.30 32 |
2466.7 | 0.00 53.38 0.63 27 | -84.14 -0.21 28
| 0.00 -33.01 -0.30 32 |
2775.0 | 0.00 63.14 0.63 27 | -93.30 -0.21 28
| 0.00 -56.81 -0.30 32 |
3083.3 | 0.00 73.10 0.55 31 | -102.16 -0.21 28
| 0.00 -85.41 -0.21 28 |
3391.6 | 0.00 82.99 0.55 31 | -111.18 -0.21 28
| 0.00 -118.34 -0.21 28 |
3700.0 | 0.00 91.34 0.55 31 | -119.14 -0.21 28
| 0.00 -153.85 -0.21 28 |
============================================================================

============================================================================
B E A M N O. 89 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 73

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 1041.91 341.47 151.16 410.76 1143.18
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 724.89 417.55 189.91 438.87 743.40


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 6-16í 2-16í 2-16í 3-16í 6-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-12í 4-12í 2-12í 4-12í 7-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 87.52 MX = -2.56 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -89.57 MX = -2.27 LD= 25
Provide 2 Legged 10í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 90 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while detailing


Exceeding maxm. % while detailing

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 74

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 95.58 -0.29 32 | 113.63 0.67 27
| 0.00 -133.73 0.67 27 |
283.3 | 0.00 84.50 -0.29 32 | 106.11 0.67 27
| 0.00 -102.57 0.67 27 |
566.7 | 0.00 72.12 -0.29 32 | 98.50 0.67 27
| 0.00 -73.58 0.67 27 |
850.0 | 0.00 61.25 -0.20 28 | 89.95 0.67 27
| 0.00 -49.75 0.58 31 |
1133.3 | 0.00 48.34 -0.20 28 | 81.82 0.67 27
| 0.00 -27.72 0.58 31 |
1416.7 | 0.00 32.85 -0.20 28 | 72.10 0.67 27
| 0.00 -7.24 0.58 31 |
1700.0 | 0.00 21.07 0.28 11 | -68.65 -0.20 28
| 0.00 0.00 0.00 11 |
1983.3 | 0.00 34.69 0.67 27 | -78.06 -0.20 28
| 0.00 -11.78 -0.29 32 |
2266.7 | 0.00 48.49 0.67 27 | -87.78 -0.20 28
| 0.00 -33.27 -0.29 32 |
2550.0 | 0.00 59.71 0.67 27 | -95.90 -0.20 28
| 0.00 -56.31 -0.29 32 |
2833.3 | 0.00 71.60 0.58 31 | -104.46 -0.20 28
| 0.00 -83.86 -0.20 28 |
3116.7 | 0.00 82.96 0.58 31 | -112.07 -0.20 28
| 0.00 -114.54 -0.20 28 |
3400.0 | 0.00 93.02 0.58 31 | -119.59 -0.20 28
| 0.00 -147.39 -0.20 28 |
============================================================================

============================================================================
B E A M N O. 91 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while detailing


Exceeding maxm. % while detailing

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 57.57 -0.43 32 | 111.99 0.72 27
| 0.00 -147.15 0.72 27 |
375.0 | 0.00 57.35 -0.43 32 | 102.15 0.72 27
| 0.00 -106.99 0.72 27 |
750.0 | 0.00 54.81 -0.43 32 | 91.61 0.72 27
| 0.00 -70.68 0.72 27 |
1125.0 | 0.00 52.60 -0.36 28 | 80.39 0.72 27
| 0.00 -41.33 0.64 31 |
1500.0 | 0.00 49.87 -0.36 28 | 67.70 0.72 27
| 0.00 -18.64 0.64 31 |
1875.0 | 0.00 42.52 -0.36 28 | 55.25 0.72 27
| 0.00 0.00 0.00 11 |
2250.0 | 0.00 39.73 0.29 11 | 42.80 0.72 27
| 0.00 0.00 0.00 11 |
2625.0 | 0.00 44.32 0.72 27 | -50.74 -0.36 28

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STAAD SPACE -- PAGE NO. 75

============================================================================
B E A M N O. 92 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 1109.45 386.44 0.00 400.07 1204.74
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 794.15 478.72 154.66 386.01 670.75


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 6-16í 2-16í 2-16í 2-16í 6-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-16í 3-16í 2-16í 2-16í 4-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM START SUPPORT


VY = 91.81 MX = -1.25 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -101.35 MX = -0.76 LD= 25
Provide 2 Legged 10í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 93 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 76

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 1680.18 485.23 0.00 484.91 1797.56
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 867.38 637.38 524.78 542.09 759.25


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 9-16í 3-16í 2-16í 3-16í 9-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 8-12í 6-12í 5-12í 5-12í 7-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 132.49 MX = -2.02 LD= 18
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -95.73 MX = -9.17 LD= 20
Provide 2 Legged 10í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 94 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 1511.88 873.26 637.37 477.49 402.03
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 788.68 621.76 777.93 908.20 993.37


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 77

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 5-20í 3-20í 3-20í 3-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 4-16í 4-16í 4-16í 5-16í 5-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 180 mm c/c @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 54.22 MX = 72.17 LD= 27
Provide 2 Legged 12í @ 110 mm c/c

============================================================================

============================================================================
B E A M N O. 95 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 1712.51 527.54 0.00 566.55 1844.13
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 987.24 680.67 498.57 638.75 927.28


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 6-20í 3-20í 2-20í 3-20í 6-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-16í 4-16í 3-16í 4-16í 5-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 78

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 136.29 MX = -1.61 LD= 18
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -143.89 MX = 0.39 LD= 17
Provide 2 Legged 10í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 96 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 2090.47 437.37 0.00 989.28 2888.98
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1396.90 1079.84 710.51 1290.08 1935.11


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 5-25í 4-25í 2-25í 4-25í 6-25í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 4-25í 4-25í 4-25í 4-25í 4-25í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -102.29 MX = -1.50 LD= 27
Provide 2 Legged 10í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 97 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 79

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 1067.17 469.16 150.34 328.22 451.19
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 484.54 360.01 404.28 329.74 426.38


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 6-16í 3-16í 2-16í 2-16í 3-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 7-10í 5-10í 6-10í 5-10í 6-10í


REINF. 2 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í
REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM START SUPPORT


VY = 19.18 MX = -20.20 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 98 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while designing section: 2000.0 mm


Exceeds maxm. permissible tensile steel %

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STAAD SPACE -- PAGE NO. 80

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 111.87 0.38 31 | 142.01 -2.32 28
| 0.00 -118.73 -2.32 28 |
166.7 | 0.00 91.21 0.38 31 | 138.85 -2.32 28
| 0.00 -95.22 -2.32 28 |
333.3 | 0.00 70.30 0.38 31 | 138.03 -2.32 28
| 0.00 -72.14 -2.32 28 |
500.0 | 0.00 49.13 0.38 31 | 134.97 -2.32 28
| 0.00 -49.49 -2.32 28 |
666.7 | 0.00 27.76 0.38 31 | 132.17 -2.32 28
| 0.00 -27.16 -2.32 28 |
833.3 | 0.00 6.42 -0.43 19 | 130.64 -2.32 28
| 0.00 -5.25 -2.32 28 |
1000.0 | 0.00 16.24 -2.32 28 | 127.93 -2.32 28
| 0.00 -15.73 0.38 31 |
1166.7 | 0.00 37.39 -2.32 28 | -135.16 -0.10 27
| 0.00 -37.80 0.38 31 |
1333.3 | 0.00 58.66 -1.83 32 | -136.69 -0.10 27
| 0.00 -60.57 -0.10 27 |
1500.0 | 0.00 79.65 -1.83 32 | -138.43 -0.10 27
| 0.00 -83.53 -0.10 27 |
1666.7 | 0.00 100.51 -1.83 32 | -139.74 -0.10 27
| 0.00 -106.70 -0.10 27 |
1833.3 | 0.00 121.25 -1.83 32 | -140.56 -0.10 27
| 0.00 -130.07 -0.10 27 |
2000.0 | 0.00 141.91 -1.83 32 | -141.25 -0.10 27
| 0.00 -153.57 -0.10 27 |
============================================================================

============================================================================
B E A M N O. 99 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while designing section: 0.0 mm


Exceeding maxm. % while detailing

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 109.41 0.67 31 | 89.88 -0.87 28
| 0.00 -129.80 -0.87 28 |
283.3 | 0.00 92.98 0.67 31 | 88.82 -0.87 28
| 0.00 -104.49 -0.87 28 |
566.7 | 0.00 76.27 0.67 31 | 85.99 -0.87 28
| 0.00 -79.65 -0.87 28 |
850.0 | 0.00 59.97 0.62 27 | 83.41 -0.87 28
| 0.00 -56.46 -0.82 32 |
1133.3 | 0.00 43.57 0.62 27 | 80.32 -0.87 28
| 0.00 -34.68 -0.82 32 |
1416.7 | 0.00 27.57 0.45 19 | 73.43 -0.87 28
| 0.00 -13.66 -0.82 32 |
1700.0 | 0.00 17.48 -0.18 11 | -70.68 0.62 27
| 0.00 0.00 0.00 11 |
1983.3 | 0.00 29.29 -0.74 20 | -75.29 0.62 27

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STAAD SPACE -- PAGE NO. 81

============================================================================
B E A M N O. 100 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 2924.38 1120.49 0.00 912.62 2480.65
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2422.23 1172.45 472.21 1126.92 2009.73


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 6-25í 3-25í 2-25í 3-25í 6-25í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-25í 3-25í 3-25í 3-25í 5-25í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 85.62 MX = 0.14 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -80.47 MX = 0.51 LD= 19
Provide 2 Legged 10í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 101 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 82

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 358.33 469.94 593.06 891.44 1360.96
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 965.12 862.39 730.55 750.48 884.27


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 3-16í 3-16í 3-16í 5-16í 7-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-25í 3-25í 3-25í 3-25í 3-25í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 180 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT


VY = -47.13 MX = -68.36 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 102 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 2258.28 1222.51 297.29 434.62 1400.91
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2150.92 1213.22 356.82 450.58 1334.27


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 83

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 12-16í 7-16í 3-16í 3-16í 7-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 7-20í 4-20í 3-20í 3-20í 5-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 89.26 MX = -0.64 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 103 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 1685.01 515.99 268.55 1455.93 2900.51
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1641.74 662.94 404.86 1275.28 2190.37


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 4-25í 4-25í 4-25í 4-25í 6-25í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-20í 4-20í 4-20í 5-20í 7-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 84

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -91.43 MX = 1.90 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 104 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while designing section: 0.0 mm


Exceeding maxm. % while detailing

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 80.26 0.50 31 | 87.00 0.02 20
| 0.00 -120.53 -0.23 28 |
375.0 | 0.00 71.01 0.50 31 | 85.09 0.02 20
| 0.00 -92.83 -0.23 28 |
750.0 | 0.00 61.16 0.50 31 | 78.99 0.02 20
| 0.00 -66.11 -0.23 28 |
1125.0 | 0.00 52.69 0.57 27 | 72.02 0.02 20
| 0.00 -43.33 -0.30 32 |
1500.0 | 0.00 46.06 0.66 19 | 61.46 0.02 20
| 0.00 -23.09 -0.30 32 |
1875.0 | 0.00 40.33 0.66 19 | 49.19 -0.23 28
| 0.00 -4.45 -0.30 32 |
2250.0 | 0.00 38.34 0.42 11 | -44.42 0.57 27
| 0.00 0.00 0.00 11 |
2625.0 | 0.00 41.55 0.02 20 | -51.77 0.57 27
| 0.00 -8.39 0.50 31 |
3000.0 | 0.00 45.81 0.02 20 | -65.38 0.66 19
| 0.00 -27.61 0.50 31 |
3375.0 | 0.00 53.14 -0.23 28 | -75.94 0.66 19
| 0.00 -48.44 0.50 31 |
3750.0 | 0.00 62.19 -0.30 32 | -82.91 0.66 19
| 0.00 -73.34 0.57 27 |
4125.0 | 0.00 71.46 -0.30 32 | -89.01 0.66 19
| 0.00 -101.03 0.57 27 |
4500.0 | 0.00 80.13 -0.30 32 | -90.91 0.66 19
| 0.00 -130.71 0.66 19 |
============================================================================

============================================================================
B E A M N O. 105 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while designing section: 0.0 mm


Exceeds maxm. permissible tensile steel %

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 85

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 111.99 0.64 31 | 136.70 -0.59 28
| 0.00 -167.88 -0.59 28 |
283.3 | 0.00 99.20 0.64 31 | 129.05 -0.59 28
| 0.00 -130.20 -0.59 28 |
566.7 | 0.00 85.04 0.64 31 | 120.43 -0.59 28
| 0.00 -94.81 -0.59 28 |
850.0 | 0.00 71.19 0.66 27 | 110.99 -0.59 28
| 0.00 -63.82 -0.60 32 |
1133.3 | 0.00 57.02 0.66 27 | 101.72 -0.59 28
| 0.00 -36.93 -0.60 32 |
1416.7 | 0.00 39.74 0.66 27 | 88.95 -0.59 28
| 0.00 -11.90 -0.60 32 |
1700.0 | 0.00 27.72 0.06 11 | -78.51 0.66 27
| 0.00 0.00 0.00 11 |
1983.3 | 0.00 39.05 -0.59 28 | -89.82 0.66 27
| 0.00 -11.61 0.64 31 |
2266.7 | 0.00 56.09 -0.59 28 | -102.59 0.66 27
| 0.00 -36.78 0.64 31 |
2550.0 | 0.00 70.01 -0.59 28 | -111.85 0.66 27
| 0.00 -63.82 0.64 31 |
2833.3 | 0.00 84.01 -0.60 32 | -121.30 0.66 27
| 0.00 -95.35 0.66 27 |
3116.7 | 0.00 98.03 -0.60 32 | -129.92 0.66 27
| 0.00 -130.98 0.66 27 |
3400.0 | 0.00 110.66 -0.60 32 | -137.57 0.66 27
| 0.00 -168.90 0.66 27 |
============================================================================

============================================================================
B E A M N O. 106 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 599.23 292.39 279.71 357.09 757.56
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 724.02 416.46 261.05 224.00 376.80


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 6-12í 3-12í 3-12í 4-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-12í 4-12í 3-12í 2-12í 4-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

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STAAD SPACE -- PAGE NO. 86

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -27.66 MX = 14.10 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -40.62 MX = 14.10 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 107 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 778.05 317.91 148.32 253.63 638.19
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 518.31 280.60 203.98 309.59 570.07


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 7-12í 3-12í 2-12í 3-12í 6-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-16í 2-16í 2-16í 2-16í 3-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 66.58 MX = -4.17 LD= 18
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -13.38 MX = -10.98 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 87

============================================================================
B E A M N O. 108 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 671.69 278.65 167.09 325.28 802.08
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 664.83 347.05 230.48 288.58 538.71


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 4-16í 2-16í 2-16í 2-16í 4-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-12í 4-12í 3-12í 3-12í 5-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 80 mm c/c @ 80 mm c/c @ 70 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -25.86 MX = 12.43 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -38.81 MX = 12.43 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 109 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 88

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 716.39 260.25 0.00 262.25 712.70
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 536.41 268.34 110.60 273.35 541.48


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 7-12í 3-12í 2-12í 3-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-10í 4-10í 2-10í 4-10í 7-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 77.34 MX = 0.19 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -75.21 MX = 0.49 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 110 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 689.10 248.55 0.00 260.64 690.40
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 504.08 249.34 110.60 275.96 537.83


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 89

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 9-10í 4-10í 2-10í 4-10í 9-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-10í 4-10í 2-10í 4-10í 7-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 75.48 MX = -0.28 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -73.70 MX = 0.18 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 111 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 647.35 242.10 161.62 260.22 604.24
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 358.53 171.12 157.44 302.74 546.34


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 6-12í 3-12í 2-12í 3-12í 6-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-10í 3-10í 3-10í 4-10í 7-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 90

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 70.15 MX = -1.72 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -8.02 MX = -9.11 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 112 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

Section fails while detailing


Exceeding maxm. % while detailing

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 12.04 52.54 31 | 99.70 -65.72 28
| 0.00 -50.08 -65.72 28 |
50.0 | 0.00 11.05 52.54 31 | 98.23 -65.72 28
| 0.00 -45.13 -65.72 28 |
100.0 | 0.00 10.02 52.54 31 | 97.00 -65.72 28
| 0.00 -40.25 -65.72 28 |
150.0 | 0.00 8.95 52.54 31 | 95.56 -65.72 28
| 0.00 -35.44 -65.72 28 |
200.0 | 0.00 7.84 52.54 31 | 94.16 -65.72 28
| 0.00 -30.70 -65.72 28 |
250.0 | 0.00 6.69 52.54 31 | 92.93 -65.72 28
| 0.00 -26.02 -65.72 28 |
300.0 | 0.00 5.50 52.54 31 | 91.55 -65.72 28
| 0.00 -21.41 -65.72 28 |
350.0 | 0.00 4.27 52.54 31 | 90.21 -65.72 28
| 0.00 -16.86 -65.72 28 |
400.0 | 0.00 3.00 52.54 31 | 88.98 -65.72 28
| 0.00 -12.38 -65.72 28 |
450.0 | 0.00 1.69 52.54 31 | 87.67 -65.72 28
| 0.00 -7.97 -65.72 28 |
500.0 | 0.00 0.35 52.54 31 | 86.39 -65.72 28
| 0.00 -3.62 -65.72 28 |
550.0 | 0.00 0.67 -65.72 28 | 85.16 -65.72 28
| 0.00 -1.03 52.54 31 |
600.0 | 0.00 4.90 -65.72 28 | 83.91 -65.72 28
| 0.00 -2.46 52.54 31 |
============================================================================

============================================================================
B E A M N O. 113 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 91

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 1531.28 461.56 0.00 642.24 1887.78
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1183.33 689.22 388.29 953.75 1339.69


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 14-12í 5-12í 2-12í 6-12í 17-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 11-12í 7-12í 4-12í 9-12í 12-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -82.51 MX = 1.84 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 114 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 805.21 161.59 0.00 150.13 831.40
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 216.46 287.79 256.37 224.17 150.24


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 92

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-10í 4-10í 4-10í 3-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 39.18 MX = -4.56 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -36.76 MX = -4.56 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 115 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 627.82 169.29 0.00 223.28 769.07
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 321.88 224.47 110.19 239.27 330.94


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 6-12í 2-12í 2-12í 2-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-12í 2-12í 2-12í 3-12í 3-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 93

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 51.04 MX = -0.47 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -55.59 MX = -0.18 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 116 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 2174.64 936.85 0.00 933.86 2211.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1871.62 1009.65 112.46 962.12 1816.47


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 11-16í 5-16í 2-16í 5-16í 11-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 6-20í 4-20í 3-20í 4-20í 6-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 109.07 MX = -0.48 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -110.94 MX = 0.51 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 94

============================================================================
B E A M N O. 117 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while designing section: 0.0 mm


Exceeding maxm. % while detailing

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 61.23 0.65 31 | 94.69 -0.58 28
| 0.00 -95.15 -0.58 28 |
241.7 | 0.00 54.45 0.65 31 | 88.67 -0.58 28
| 0.00 -72.99 -0.58 28 |
483.3 | 0.00 46.76 0.65 31 | 82.17 -0.58 28
| 0.00 -52.36 -0.58 28 |
725.0 | 0.00 39.31 0.67 27 | 75.12 -0.58 28
| 0.00 -34.52 -0.60 32 |
966.7 | 0.00 31.57 0.67 27 | 68.41 -0.58 28
| 0.00 -19.09 -0.60 32 |
1208.3 | 0.00 22.09 0.67 27 | 60.54 -0.58 28
| 0.00 -4.70 -0.60 32 |
1450.0 | 0.00 15.35 0.25 11 | 53.19 -0.58 28
| 0.00 0.00 0.00 11 |
1691.7 | 0.00 25.35 -0.58 28 | -57.99 0.67 27
| 0.00 -6.98 0.65 31 |
1933.3 | 0.00 35.45 -0.58 28 | -65.87 0.67 27
| 0.00 -20.99 0.65 31 |
2175.0 | 0.00 43.80 -0.58 28 | -72.57 0.67 27
| 0.00 -36.05 0.65 31 |
2416.7 | 0.00 50.88 -0.60 32 | -79.62 0.67 27
| 0.00 -52.54 0.67 27 |
2658.3 | 0.00 58.94 -0.60 32 | -86.12 0.67 27
| 0.00 -72.56 0.67 27 |
2900.0 | 0.00 66.09 -0.60 32 | -92.14 0.67 27
| 0.00 -94.09 0.67 27 |
============================================================================

============================================================================
B E A M N O. 118 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 818.98 262.67 0.00 295.57 880.36
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 545.09 369.21 157.93 313.59 467.12


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 94 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 95

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 7-10í 5-10í 3-10í 4-10í 6-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM START SUPPORT


VY = 58.44 MX = 1.78 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -63.48 MX = 2.77 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 119 IS LESS THAN 2.5.
DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A
CONTINUOUS BEAM AND AWAY FROM THE CRITICAL SECTION FOR
ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED.,
OTHERWISE PROVIDE ENSH AND RENSH PARAMETERS ***

============================================================================
B E A M N O. 119 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 3163.73 2760.17 2353.83 2035.82 1726.46
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2436.72 1820.44 1272.69 1235.76 1201.96


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 96

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 16-16í 14-16í 12-16í 11-16í 9-16í
REINF. 2 layer(s) 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-25í 4-25í 4-25í 4-25í 4-25í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 80 mm c/c @ 80 mm c/c @ 80 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 103.15 MX = -38.55 LD= 25
Provide 2 Legged 12í @ 80 mm c/c

============================================================================

============================================================================
B E A M N O. 120 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 982.83 294.98 0.00 222.29 897.29
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 467.86 393.69 217.26 311.33 380.08


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 5-16í 2-16í 2-16í 2-16í 5-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 6-10í 6-10í 3-10í 4-10í 5-10í


REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 97

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 75.38 MX = 2.26 LD= 25
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -76.52 MX = 1.92 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 121 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 886.96 252.40 0.00 240.74 926.18
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 398.36 312.82 268.08 313.00 376.34


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-16í 2-16í 2-16í 2-16í 2-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 41.77 MX = 9.66 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -35.00 MX = 9.66 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 122 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 98

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 845.92 254.38 150.34 343.57 921.51
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 452.33 302.46 252.04 408.11 584.87


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-16í 2-16í 2-16í 3-16í 3-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 48.85 MX = -11.11 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -76.81 MX = -2.67 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 123 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while detailing


Exceeding maxm. % while detailing

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 99

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 86.91 -0.24 32 | 112.52 0.67 27
| 0.00 -134.43 0.67 27 |
308.3 | 0.00 78.12 -0.24 32 | 104.56 0.67 27
| 0.00 -100.97 0.67 27 |
616.7 | 0.00 67.80 -0.24 32 | 95.54 0.67 27
| 0.00 -70.07 0.67 27 |
925.0 | 0.00 59.28 -0.13 28 | 86.68 0.67 27
| 0.00 -45.41 0.56 31 |
1233.3 | 0.00 48.47 -0.13 28 | 77.52 0.67 27
| 0.00 -23.03 0.56 31 |
1541.7 | 0.00 34.58 -0.13 28 | 66.10 0.67 27
| 0.00 -2.50 0.56 31 |
1850.0 | 0.00 27.40 0.13 11 | -60.99 -0.13 28
| 0.00 0.00 0.00 11 |
2158.3 | 0.00 40.07 0.67 27 | -71.05 -0.13 28
| 0.00 -10.44 -0.24 32 |
2466.7 | 0.00 52.44 0.67 27 | -82.47 -0.13 28
| 0.00 -31.88 -0.24 32 |
2775.0 | 0.00 61.73 0.67 27 | -91.63 -0.13 28
| 0.00 -55.18 -0.24 32 |
3083.3 | 0.00 71.15 0.56 31 | -100.49 -0.13 28
| 0.00 -83.20 -0.13 28 |
3391.6 | 0.00 80.57 0.56 31 | -109.51 -0.13 28
| 0.00 -115.63 -0.13 28 |
3700.0 | 0.00 88.44 0.56 31 | -117.47 -0.13 28
| 0.00 -150.62 -0.13 28 |
============================================================================

============================================================================
B E A M N O. 124 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 972.33 320.63 151.16 373.14 1070.49
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 646.47 388.24 185.95 415.53 674.26


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 5-16í 2-16í 2-16í 2-16í 6-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 6-12í 4-12í 2-12í 4-12í 6-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

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STAAD SPACE -- PAGE NO. 100

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 83.87 MX = -2.65 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -83.93 MX = -2.37 LD= 25
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 125 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while detailing


Exceeding maxm. % while detailing

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 92.66 -0.21 32 | 112.13 0.67 27
| 0.00 -131.22 0.67 27 |
283.3 | 0.00 82.08 -0.21 32 | 104.61 0.67 27
| 0.00 -100.49 0.67 27 |
566.7 | 0.00 70.20 -0.21 32 | 97.01 0.67 27
| 0.00 -71.91 0.67 27 |
850.0 | 0.00 59.78 -0.10 28 | 88.45 0.67 27
| 0.00 -48.46 0.56 31 |
1133.3 | 0.00 47.39 -0.10 28 | 80.33 0.67 27
| 0.00 -26.87 0.56 31 |
1416.7 | 0.00 32.41 -0.10 28 | 70.61 0.67 27
| 0.00 -6.84 0.56 31 |
1700.0 | 0.00 21.10 0.36 11 | -66.84 -0.10 28
| 0.00 0.00 0.00 11 |
1983.3 | 0.00 34.23 0.67 27 | -76.24 -0.10 28
| 0.00 -11.22 -0.21 32 |
2266.7 | 0.00 47.62 0.67 27 | -85.96 -0.10 28
| 0.00 -32.21 -0.21 32 |
2550.0 | 0.00 58.41 0.67 27 | -94.09 -0.10 28
| 0.00 -54.76 -0.21 32 |
2833.3 | 0.00 69.79 0.56 31 | -102.64 -0.10 28
| 0.00 -81.72 -0.10 28 |
3116.7 | 0.00 80.72 0.56 31 | -110.25 -0.10 28
| 0.00 -111.89 -0.10 28 |
3400.0 | 0.00 90.34 0.56 31 | -117.77 -0.10 28
| 0.00 -144.22 -0.10 28 |
============================================================================

============================================================================
B E A M N O. 126 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 101

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 56.23 -0.42 32 | 111.24 0.73 27
| 0.00 -145.36 0.73 27 |
375.0 | 0.00 56.25 -0.42 32 | 101.39 0.73 27
| 0.00 -105.47 0.73 27 |
750.0 | 0.00 53.95 -0.42 32 | 90.86 0.73 27
| 0.00 -69.44 0.73 27 |
1125.0 | 0.00 52.07 -0.34 28 | 79.64 0.73 27
| 0.00 -40.46 0.65 31 |
1500.0 | 0.00 49.57 -0.34 28 | 66.95 0.73 27
| 0.00 -18.04 0.65 31 |
1875.0 | 0.00 42.45 -0.34 28 | 54.49 0.73 27
| 0.00 0.00 0.00 11 |
2250.0 | 0.00 39.91 0.33 11 | 42.04 0.73 27
| 0.00 0.00 0.00 11 |
2625.0 | 0.00 44.15 0.73 27 | -50.13 -0.34 28
| 0.00 0.00 0.00 11 |
3000.0 | 0.00 52.91 0.73 27 | -62.58 -0.34 28
| 0.00 -16.13 -0.42 32 |
3375.0 | 0.00 57.04 0.73 27 | -75.27 -0.34 28
| 0.00 -37.57 -0.42 32 |
3750.0 | 0.00 57.94 0.65 31 | -86.49 -0.34 28
| 0.00 -62.95 -0.34 28 |
4125.0 | 0.00 61.22 0.65 31 | -97.03 -0.34 28
| 0.00 -97.34 -0.34 28 |
4500.0 | 0.00 62.19 0.65 31 | -106.87 -0.34 28
| 0.00 -135.58 -0.34 28 |
============================================================================

============================================================================
B E A M N O. 127 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 1057.17 359.78 0.00 374.67 1158.13
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 760.02 458.58 151.16 356.04 623.82


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 6-16í 2-16í 2-16í 2-16í 6-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-12í 5-12í 2-12í 4-12í 6-12í


REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

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STAAD SPACE -- PAGE NO. 102

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM START SUPPORT


VY = 87.27 MX = -1.30 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -97.18 MX = -0.82 LD= 25
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 128 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 1633.36 469.81 0.00 474.67 1780.73
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 845.65 624.52 526.65 525.00 729.03


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 9-16í 3-16í 2-16í 3-16í 9-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 11-10í 8-10í 7-10í 7-10í 10-10í


REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 131.21 MX = -1.90 LD= 18
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -96.68 MX = -9.08 LD= 20
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 103

============================================================================
B E A M N O. 129 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 1476.96 843.72 608.98 457.99 386.54
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 751.23 596.36 754.36 880.48 961.71


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 5-20í 3-20í 3-20í 3-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-25í 3-25í 3-25í 3-25í 3-25í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 180 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 53.47 MX = 69.44 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 130 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 104

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 1701.75 500.20 0.00 543.73 1847.23
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 960.71 672.75 506.55 614.95 880.92


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 6-20í 3-20í 2-20í 3-20í 6-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-25í 3-25í 3-25í 3-25í 3-25í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 134.21 MX = -1.53 LD= 18
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -142.40 MX = 0.16 LD= 17
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 131 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 1996.94 402.22 0.00 905.95 2945.68
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1351.98 1020.92 683.52 1270.02 2282.28


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 105

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 10-16í 4-16í 2-16í 5-16í 15-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 12-12í 10-12í 7-12í 12-12í 21-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -100.58 MX = -1.58 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 132 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 1068.06 470.13 150.34 287.14 437.22
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 459.31 345.79 397.16 326.13 426.97


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 6-16í 3-16í 2-16í 2-16í 3-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-10í 5-10í 6-10í 5-10í 6-10í


REINF. 2 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í
REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 106

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM START SUPPORT


VY = 20.14 MX = -19.73 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 133 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while detailing


Exceeding maxm. % while detailing

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 106.62 0.38 31 | 133.60 -2.38 28
| 0.00 -111.06 -2.38 28 |
166.7 | 0.00 86.94 0.38 31 | 130.45 -2.38 28
| 0.00 -88.95 -2.38 28 |
333.3 | 0.00 67.01 0.38 31 | 129.63 -2.38 28
| 0.00 -67.27 -2.38 28 |
500.0 | 0.00 46.83 0.38 31 | 126.57 -2.38 28
| 0.00 -46.02 -2.38 28 |
666.7 | 0.00 26.79 -0.11 27 | 123.77 -2.38 28
| 0.00 -25.09 -2.38 28 |
833.3 | 0.00 6.23 -0.45 19 | 122.24 -2.38 28
| 0.00 -4.58 -2.38 28 |
1000.0 | 0.00 15.51 -2.38 28 | 119.53 -2.38 28
| 0.00 -15.07 0.38 31 |
1166.7 | 0.00 35.26 -2.38 28 | -129.86 -0.11 27
| 0.00 -36.15 0.38 31 |
1333.3 | 0.00 55.35 -1.88 32 | -131.39 -0.11 27
| 0.00 -58.15 -0.11 27 |
1500.0 | 0.00 75.04 -1.88 32 | -133.13 -0.11 27
| 0.00 -80.23 -0.11 27 |
1666.7 | 0.00 94.61 -1.88 32 | -134.44 -0.11 27
| 0.00 -102.52 -0.11 27 |
1833.3 | 0.00 114.05 -1.88 32 | -135.26 -0.11 27
| 0.00 -125.00 -0.11 27 |
2000.0 | 0.00 133.42 -1.88 32 | -135.95 -0.11 27
| 0.00 -147.62 -0.11 27 |
============================================================================

============================================================================
B E A M N O. 134 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 2837.44 1186.39 0.00 1267.88 2981.05
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 107

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 15-16í 6-16í 2-16í 7-16í 15-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 12-16í 7-16í 3-16í 7-16í 13-16í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 86.55 MX = -0.86 LD= 28
Provide 2 Legged 12í @ 110 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -88.49 MX = 0.61 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 135 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 2822.86 1085.63 0.00 864.54 2356.99
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2210.22 1109.12 465.61 1085.42 1910.88


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 9-20í 4-20í 2-20í 3-20í 8-20í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 11-16í 6-16í 3-16í 6-16í 10-16í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 108

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 84.42 MX = 0.15 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -78.76 MX = 0.56 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 136 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 351.85 452.97 568.06 848.33 1298.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 924.74 831.56 709.17 715.20 835.02


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 4-12í 5-12í 6-12í 8-12í 12-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) 2 layer(s)

BOTTOM 3-20í 3-20í 3-20í 3-20í 3-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 180 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT


VY = -45.08 MX = -66.41 LD= 27
Provide 2 Legged 12í @ 130 mm c/c

============================================================================

============================================================================
B E A M N O. 137 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 109

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 2220.68 1156.13 281.57 390.97 1339.01
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2044.31 1194.80 369.02 424.98 1254.03


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 12-16í 6-16í 3-16í 3-16í 7-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 19-12í 11-12í 4-12í 4-12í 12-12í


REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 84.03 MX = -0.57 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 138 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 1651.30 509.46 253.55 1409.00 2958.83
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1612.95 656.67 395.17 1244.95 2303.97


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 110

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 9-16í 4-16í 4-16í 8-16í 15-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 15-12í 6-12í 4-12í 12-12í 21-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -90.73 MX = 1.99 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 139 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 2632.56 857.62 0.00 984.74 2950.35
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1923.43 1075.45 767.20 1083.28 2394.73


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 14-16í 5-16í 2-16í 5-16í 15-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 10-16í 6-16í 4-16í 6-16í 12-16í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

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STAAD SPACE -- PAGE NO. 111

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 84.99 MX = 0.03 LD= 20
Provide 2 Legged 12í @ 110 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -88.94 MX = 0.67 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 140 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while designing section: 0.0 mm


Exceeds maxm. permissible tensile steel %

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 108.38 0.62 31 | 134.45 -0.54 28
| 0.00 -164.05 -0.54 28 |
283.3 | 0.00 96.20 0.62 31 | 126.81 -0.54 28
| 0.00 -127.01 -0.54 28 |
566.7 | 0.00 82.63 0.62 31 | 118.18 -0.54 28
| 0.00 -92.25 -0.54 28 |
850.0 | 0.00 69.40 0.65 27 | 108.74 -0.54 28
| 0.00 -61.93 -0.56 32 |
1133.3 | 0.00 55.82 0.65 27 | 99.47 -0.54 28
| 0.00 -35.67 -0.56 32 |
1416.7 | 0.00 39.13 0.65 27 | 86.71 -0.54 28
| 0.00 -11.27 -0.56 32 |
1700.0 | 0.00 27.71 0.09 11 | -76.43 0.65 27
| 0.00 0.00 0.00 11 |
1983.3 | 0.00 38.43 -0.54 28 | -87.74 0.65 27
| 0.00 -11.03 0.62 31 |
2266.7 | 0.00 54.82 -0.54 28 | -100.51 0.65 27
| 0.00 -35.60 0.62 31 |
2550.0 | 0.00 68.11 -0.54 28 | -109.78 0.65 27
| 0.00 -62.04 0.62 31 |
2833.3 | 0.00 81.51 -0.56 32 | -119.22 0.65 27
| 0.00 -93.01 0.65 27 |
3116.7 | 0.00 94.90 -0.56 32 | -127.84 0.65 27
| 0.00 -128.06 0.65 27 |
3400.0 | 0.00 106.91 -0.56 32 | -135.49 0.65 27
| 0.00 -165.40 0.65 27 |
============================================================================

============================================================================
B E A M N O. 141 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 112

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 470.23 242.13 262.67 335.18 661.58
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 591.38 370.71 244.98 187.03 295.07


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 5-12í 3-12í 3-12í 3-12í 6-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-16í 2-16í 2-16í 2-16í 2-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 80 mm c/c @ 70 mm c/c @ 70 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -26.77 MX = 13.06 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -39.72 MX = 13.06 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 142 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 695.27 287.52 136.32 220.99 540.33
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 447.61 246.44 189.97 280.36 503.34


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 113

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 9-10í 4-10í 2-10í 3-10í 7-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 6-10í 4-10í 3-10í 4-10í 7-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 61.44 MX = -4.15 LD= 18
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -11.36 MX = -10.07 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 143 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 588.42 248.22 150.10 298.60 747.88
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 574.36 325.43 215.56 259.23 458.29


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 6-12í 3-12í 2-12í 3-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-16í 2-16í 2-16í 2-16í 3-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 114

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -24.14 MX = 11.43 LD= 20
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -38.30 MX = 11.23 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 144 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 617.29 238.77 0.00 239.59 611.36
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 459.14 238.16 110.60 246.09 467.62


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-20í 2-20í 2-20í 2-20í 2-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-10í 4-10í 2-10í 4-10í 6-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 70.69 MX = 0.22 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -68.33 MX = 0.46 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 115

============================================================================
B E A M N O. 145 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 583.95 219.95 0.00 231.54 578.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 418.76 214.69 110.60 246.39 458.26


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 3-16í 2-16í 2-16í 2-16í 3-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-10í 3-10í 2-10í 4-10í 6-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 68.42 MX = -0.24 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -65.70 MX = 0.15 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 146 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 116

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 555.74 214.89 141.91 212.43 476.66
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 276.00 135.54 137.24 266.17 441.71


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 5-12í 2-12í 2-12í 2-12í 5-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-12í 2-12í 2-12í 3-12í 4-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 12.30 MX = -8.15 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -1.85 MX = -8.15 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 147 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

Section fails while designing section: 0.0 mm


Exceeding maxm. % while detailing

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STAAD SPACE -- PAGE NO. 117

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 9.09 46.01 31 | 95.15 -59.94 28
| 0.00 -47.54 -59.94 28 |
50.0 | 0.00 8.37 46.01 31 | 93.68 -59.94 28
| 0.00 -42.82 -59.94 28 |
100.0 | 0.00 7.62 46.01 31 | 92.45 -59.94 28
| 0.00 -38.16 -59.94 28 |
150.0 | 0.00 6.82 46.01 31 | 91.01 -59.94 28
| 0.00 -33.58 -59.94 28 |
200.0 | 0.00 5.98 46.01 31 | 89.61 -59.94 28
| 0.00 -29.06 -59.94 28 |
250.0 | 0.00 5.10 46.01 31 | 88.38 -59.94 28
| 0.00 -24.61 -59.94 28 |
300.0 | 0.00 4.18 46.01 31 | 87.00 -59.94 28
| 0.00 -20.23 -59.94 28 |
350.0 | 0.00 3.22 46.01 31 | 85.66 -59.94 28
| 0.00 -15.91 -59.94 28 |
400.0 | 0.00 2.22 46.01 31 | 84.43 -59.94 28
| 0.00 -11.66 -59.94 28 |
450.0 | 0.00 1.19 46.01 31 | 83.12 -59.94 28
| 0.00 -7.47 -59.94 28 |
500.0 | 0.00 0.11 46.01 31 | 81.84 -59.94 28
| 0.00 -3.35 -59.94 28 |
550.0 | 0.00 0.71 -59.94 28 | 80.61 -59.94 28
| 0.00 -1.00 46.01 31 |
600.0 | 0.00 4.71 -59.94 28 | 79.36 -59.94 28
| 0.00 -2.15 46.01 31 |
============================================================================

============================================================================
B E A M N O. 148 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 1334.69 403.99 0.00 566.03 1598.23
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1009.25 611.84 386.95 864.98 1163.06


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 7-16í 3-16í 2-16í 3-16í 8-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 13-10í 8-10í 5-10í 12-10í 15-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

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STAAD SPACE -- PAGE NO. 118

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -76.88 MX = 1.51 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 149 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 755.89 138.64 0.00 133.83 791.78
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 178.93 267.66 250.99 206.65 115.78


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 4-16í 2-16í 2-16í 2-16í 4-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-10í 4-10í 4-10í 3-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 38.77 MX = -4.20 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -37.17 MX = -4.20 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 150 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 119

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 525.88 139.55 0.00 197.56 695.81
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 267.29 202.06 110.60 201.41 257.90


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 7-10í 2-10í 2-10í 3-10í 9-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-10í 3-10í 2-10í 3-10í 4-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 46.08 MX = -0.53 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -52.22 MX = -0.22 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 151 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 1822.86 804.69 0.00 793.59 1837.88
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1546.08 872.09 112.97 828.99 1500.10


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 120

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 6-20í 3-20í 2-20í 3-20í 6-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-20í 3-20í 3-20í 3-20í 5-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 96.77 MX = -0.44 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -97.79 MX = 0.53 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 152 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 1918.38 635.09 0.00 665.98 1876.47
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1540.36 737.17 277.26 834.24 1430.23


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 4-25í 3-25í 2-25í 3-25í 4-25í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-20í 3-20í 3-20í 3-20í 5-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 121

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 81.52 MX = -0.54 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -80.27 MX = 0.61 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 153 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 717.44 219.80 0.00 256.87 803.91
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 435.99 329.26 159.25 272.80 368.58


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 4-16í 2-16í 2-16í 2-16í 4-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 4-12í 3-12í 2-12í 3-12í 4-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM START SUPPORT


VY = 52.53 MX = 1.85 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -58.43 MX = 2.72 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

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STAAD SPACE -- PAGE NO. 122

*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 154 IS LESS THAN 2.5.
DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A
CONTINUOUS BEAM AND AWAY FROM THE CRITICAL SECTION FOR
ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED.,
OTHERWISE PROVIDE ENSH AND RENSH PARAMETERS ***

============================================================================
B E A M N O. 154 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 2885.40 2549.62 2223.38 1906.47 1598.62
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1931.09 1554.31 1188.24 1063.20 1041.65


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 6-25í 6-25í 5-25í 4-25í 4-25í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 4-25í 4-25í 4-25í 4-25í 4-25í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 80 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 104.99 MX = -34.23 LD= 17
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 155 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 123

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 879.66 255.72 0.00 189.13 793.06
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 382.30 347.85 218.25 283.23 316.43


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-10í 5-10í 3-10í 4-10í 5-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 71.17 MX = 2.22 LD= 25
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -71.37 MX = 2.02 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 156 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 809.39 223.36 0.00 219.38 867.45
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 349.84 290.15 256.27 285.62 322.45


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 124

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-10í 4-10í 4-10í 4-10í 5-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 39.90 MX = 8.59 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -36.87 MX = 8.59 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 157 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 731.76 213.25 151.57 298.70 809.62
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 365.41 263.69 234.10 351.53 485.20


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-10í 4-10í 3-10í 5-10í 7-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 125

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 47.02 MX = -10.18 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -70.11 MX = -2.64 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 158 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 2655.83 831.53 0.00 1035.53 2966.12
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1934.80 1123.87 519.93 1176.93 2282.98


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 14-16í 5-16í 2-16í 6-16í 15-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 10-16í 6-16í 3-16í 6-16í 12-16í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 99.03 MX = 0.66 LD= 27
Provide 2 Legged 12í @ 110 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -102.24 MX = -0.03 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 126

============================================================================
B E A M N O. 159 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 824.47 275.93 151.57 309.74 877.98
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 513.74 332.78 175.45 359.95 542.41


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 7-10í 5-10í 3-10í 5-10í 7-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 75.56 MX = -2.65 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -38.41 MX = -7.14 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 160 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

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SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 2775.74 865.70 0.00 994.38 3120.62
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2450.55 1092.63 382.92 1074.61 3124.64


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 9-20í 3-20í 2-20í 4-20í 10-20í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 8-20í 4-20í 3-20í 4-20í 10-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 97.76 MX = 0.61 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -103.17 MX = 0.03 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 161 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 2933.38 727.88 0.00 654.84 2722.94
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2246.24 998.66 815.82 1107.79 2010.11


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 6-25í 3-25í 2-25í 3-25í 6-25í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 12-16í 5-16í 5-16í 6-16í 10-16í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 99.14 MX = 0.69 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -95.86 MX = -0.28 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 162 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 892.63 302.37 0.00 319.11 1044.66
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 605.11 397.44 149.52 304.83 488.62


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 5-16í 2-16í 2-16í 2-16í 6-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 2-20í 2-20í 2-20í 2-20í 2-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM START SUPPORT


VY = 78.04 MX = -1.26 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -87.86 MX = -0.87 LD= 25
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 163 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 1516.45 412.94 0.00 423.95 1673.41
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 730.03 570.49 526.66 468.88 609.71


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 8-16í 3-16í 2-16í 3-16í 9-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 10-10í 8-10í 7-10í 6-10í 8-10í


REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 126.49 MX = -1.65 LD= 18
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -97.10 MX = -7.97 LD= 20
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

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============================================================================
B E A M N O. 164 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 1368.00 739.43 517.58 380.16 318.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 621.59 503.97 659.87 777.84 851.68


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 7-16í 4-16í 3-16í 3-16í 3-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 8-10í 7-10í 9-10í 10-10í 11-10í


REINF. 2 layer(s) 1 layer(s) 2 layer(s) 2 layer(s) 2 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 180 mm c/c @ 140 mm c/c @ 140 mm c/c @ 150 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 51.91 MX = 60.76 LD= 27
Provide 2 Legged 12í @ 140 mm c/c

============================================================================

============================================================================
B E A M N O. 165 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 131

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 1547.23 432.05 0.00 478.09 1685.34
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 826.60 603.15 499.23 531.24 731.56


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 8-16í 3-16í 2-16í 3-16í 9-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 11-10í 8-10í 7-10í 7-10í 10-10í


REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 128.33 MX = -1.38 LD= 18
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -136.92 MX = -0.06 LD= 17
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 166 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 1884.95 327.04 0.00 758.01 2702.26
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1140.80 950.91 692.81 1134.21 1809.95


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 132

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 10-16í 4-16í 2-16í 4-16í 14-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 6-16í 5-16í 4-16í 6-16í 10-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -95.24 MX = -1.57 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 167 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 991.12 446.40 150.34 259.47 400.28
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 391.99 309.60 372.38 308.22 394.51


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 5-16í 3-16í 2-16í 2-16í 2-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-16í 2-16í 2-16í 2-16í 2-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 80 mm c/c @ 90 mm c/c @ 80 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

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STAAD SPACE -- PAGE NO. 133

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM START SUPPORT


VY = 21.40 MX = -18.00 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 168 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 2123.49 814.10 233.78 1475.18 2994.41
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2015.88 857.44 283.05 1401.60 2606.51


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 11-16í 5-16í 3-16í 8-16í 15-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 11-16í 5-16í 3-16í 7-16í 13-16í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 90 mm c/c @ 80 mm c/c @ 100 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 111.62 MX = -2.26 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -118.43 MX = -0.21 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 169 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 134

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 2586.71 1022.56 0.00 1094.53 2728.87
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2086.24 1096.55 311.70 1108.94 2116.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 13-16í 6-16í 2-16í 6-16í 14-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 19-12í 10-12í 3-12í 10-12í 19-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 78.91 MX = -0.77 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -82.01 MX = 0.41 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 170 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 2562.88 961.50 0.00 728.56 2070.10
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2062.44 945.58 451.44 951.03 1702.02


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 135

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 13-16í 5-16í 2-16í 4-16í 11-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 19-12í 9-12í 4-12í 9-12í 16-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 79.55 MX = 0.15 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -73.67 MX = 0.57 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 171 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 317.67 389.06 494.67 742.63 1136.28
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 832.56 746.70 631.89 616.32 710.92


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 3-16í 3-16í 3-16í 4-16í 6-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 11-10í 10-10í 9-10í 8-10í 10-10í


REINF. 2 layer(s) 2 layer(s) 2 layer(s) 2 layer(s) 2 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 180 mm c/c @ 150 mm c/c @ 150 mm c/c @ 140 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 136

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT


VY = -42.77 MX = -58.93 LD= 27
Provide 2 Legged 12í @ 140 mm c/c

============================================================================

============================================================================
B E A M N O. 172 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 1895.65 980.85 247.10 323.54 1126.53
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1769.55 1001.99 317.98 328.76 1006.05


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 17-12í 9-12í 3-12í 3-12í 10-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 16-12í 9-12í 3-12í 3-12í 9-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 72.79 MX = -0.44 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 173 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 137

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 1516.22 451.74 212.13 1254.58 2694.50
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1444.05 615.77 376.88 1119.50 1858.98


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 8-16í 4-16í 4-16í 7-16í 14-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-20í 4-20í 4-20í 4-20í 6-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -85.61 MX = 1.97 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 174 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 2472.21 729.98 0.00 841.96 2777.67
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1879.90 947.47 753.96 956.64 2453.08


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 138

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 13-16í 4-16í 2-16í 5-16í 14-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-25í 3-25í 3-25í 3-25í 5-25í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 81.36 MX = 0.06 LD= 20
Provide 2 Legged 12í @ 110 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -84.89 MX = 0.64 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 175 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

Section fails while detailing


Exceeding maxm. % while detailing

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STAAD SPACE -- PAGE NO. 139

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 93.24 0.54 31 | 125.39 -0.44 28
| 0.00 -148.60 -0.44 28 |
283.3 | 0.00 83.58 0.54 31 | 117.74 -0.44 28
| 0.00 -114.13 -0.44 28 |
566.7 | 0.00 72.54 0.54 31 | 109.12 -0.44 28
| 0.00 -81.94 -0.44 28 |
850.0 | 0.00 61.87 0.57 27 | 99.68 -0.44 28
| 0.00 -54.23 -0.47 32 |
1133.3 | 0.00 50.80 0.57 27 | 90.41 -0.44 28
| 0.00 -30.52 -0.47 32 |
1416.7 | 0.00 36.62 0.57 27 | 77.65 -0.44 28
| 0.00 -8.67 -0.47 32 |
1700.0 | 0.00 27.74 0.11 11 | -67.57 0.57 27
| 0.00 0.00 0.00 11 |
1983.3 | 0.00 35.90 -0.44 28 | -78.88 0.57 27
| 0.00 -8.52 0.54 31 |
2266.7 | 0.00 49.73 -0.44 28 | -91.65 0.57 27
| 0.00 -30.57 0.54 31 |
2550.0 | 0.00 60.45 -0.44 28 | -100.92 0.57 27
| 0.00 -54.49 0.54 31 |
2833.3 | 0.00 71.33 -0.47 32 | -110.36 0.57 27
| 0.00 -82.98 0.57 27 |
3116.7 | 0.00 82.16 -0.47 32 | -118.98 0.57 27
| 0.00 -115.51 0.57 27 |
3400.0 | 0.00 91.61 -0.47 32 | -126.63 0.57 27
| 0.00 -150.34 0.57 27 |
============================================================================

============================================================================
B E A M N O. 176 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 314.13 173.45 231.76 290.31 516.63
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 443.01 316.04 211.24 133.46 180.19


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 4-10í 3-10í 3-10í 4-10í 7-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-12í 3-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í

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STAAD SPACE -- PAGE NO. 140

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -23.59 MX = 11.31 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -36.55 MX = 11.31 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 177 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 541.75 243.97 115.09 169.93 409.92
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 325.21 196.92 169.34 238.40 377.79


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 7-10í 4-10í 2-10í 3-10í 6-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-10í 3-10í 3-10í 4-10í 5-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 51.44 MX = -4.14 LD= 18
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -9.05 MX = -8.48 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

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STAAD SPACE -- PAGE NO. 141

============================================================================
B E A M N O. 178 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 442.69 199.64 126.91 259.43 582.95
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 463.20 283.87 188.40 205.03 339.13


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 3-16í 2-16í 2-16í 2-16í 3-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-10í 4-10í 3-10í 3-10í 5-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -22.10 MX = 9.96 LD= 20
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -33.94 MX = 9.96 LD= 20
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 179 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 142

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 498.73 186.24 0.00 186.38 493.79
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 339.55 188.63 110.60 197.98 348.95


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 7-10í 3-10í 2-10í 3-10í 7-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-10í 3-10í 2-10í 3-10í 5-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 58.47 MX = 0.31 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -56.21 MX = 0.48 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 180 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 459.77 166.07 0.00 176.41 451.14
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 294.33 161.31 110.60 194.26 333.72


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 143

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 6-10í 3-10í 2-10í 3-10í 6-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-12í 2-12í 2-12í 2-12í 3-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 55.80 MX = -0.18 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -52.54 MX = 0.11 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 181 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 421.79 174.21 110.19 146.51 325.22
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 165.56 110.19 110.19 204.24 312.22


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 4-12í 2-12í 2-12í 2-12í 3-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-10í 2-10í 2-10í 3-10í 4-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 144

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 17.95 MX = -6.56 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = 3.79 MX = -6.56 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 182 IS LESS THAN 2.5.
DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A
CONTINUOUS BEAM AND AWAY FROM THE CRITICAL SECTION FOR
ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED.,
OTHERWISE PROVIDE ENSH AND RENSH PARAMETERS ***

============================================================================
B E A M N O. 182 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

Section fails while designing section: 0.0 mm


Nominal shear force exceeds tauc_max limit
============================================================================

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 4.17 35.19 31 | 86.62 -49.65 28
| 0.00 -42.87 -49.65 28 |
50.0 | 0.00 3.91 35.19 31 | 85.16 -49.65 28
| 0.00 -38.57 -49.65 28 |
100.0 | 0.00 3.61 35.19 31 | 83.92 -49.65 28
| 0.00 -34.34 -49.65 28 |
150.0 | 0.00 3.27 35.19 31 | 82.49 -49.65 28
| 0.00 -30.19 -49.65 28 |
200.0 | 0.00 2.88 35.19 31 | 81.08 -49.65 28
| 0.00 -26.10 -49.65 28 |
250.0 | 0.00 2.46 35.19 31 | 79.85 -49.65 28
| 0.00 -22.07 -49.65 28 |
300.0 | 0.00 1.99 35.19 31 | 78.48 -49.65 28
| 0.00 -18.12 -49.65 28 |
350.0 | 0.00 1.49 35.19 31 | 77.14 -49.65 28
| 0.00 -14.22 -49.65 28 |
400.0 | 0.00 0.95 35.19 31 | 75.91 -49.65 28
| 0.00 -10.40 -49.65 28 |
450.0 | 0.00 0.36 35.19 31 | 74.60 -49.65 28
| 0.00 -6.64 -49.65 28 |
500.0 | 0.00 0.00 0.00 11 | 73.32 -49.65 28
| 0.00 -2.94 -49.65 28 |
550.0 | 0.00 0.70 -49.65 28 | 72.09 -49.65 28
| 0.00 -0.91 35.19 31 |
600.0 | 0.00 4.27 -49.65 28 | 70.84 -49.65 28
| 0.00 -1.61 35.19 31 |
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 145

============================================================================
B E A M N O. 183 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 1140.84 292.65 0.00 416.43 1368.87
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 701.60 496.01 374.94 694.21 846.32


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 6-16í 3-16í 2-16í 3-16í 7-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 9-10í 7-10í 5-10í 9-10í 11-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -67.64 MX = 0.94 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 184 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 146

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 682.36 110.60 0.00 110.60 749.64
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 112.31 231.02 248.73 175.85 110.60


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 7-12í 2-12í 2-12í 2-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 2-10í 3-10í 4-10í 3-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 38.17 MX = -3.57 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -37.77 MX = -3.57 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 185 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 396.86 110.19 0.00 152.44 560.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 182.05 164.15 110.19 149.54 157.45


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 147

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 4-12í 2-12í 2-12í 2-12í 5-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 39.02 MX = -0.56 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -46.29 MX = -0.23 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 186 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 1456.74 559.40 0.00 539.22 1454.74
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1161.05 620.84 110.91 576.33 1118.71


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 13-12í 5-12í 2-12í 5-12í 13-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 6-16í 4-16í 3-16í 3-16í 6-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 148

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 77.25 MX = -0.38 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -77.59 MX = 0.48 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 187 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 1547.51 465.36 0.00 478.51 1511.73
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 934.18 585.50 285.82 664.24 906.48


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 5-20í 3-20í 2-20í 3-20í 5-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-20í 3-20í 3-20í 3-20í 3-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 71.54 MX = -0.42 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -70.45 MX = 0.52 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

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STAAD SPACE -- PAGE NO. 149

============================================================================
B E A M N O. 188 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 552.63 155.75 0.00 194.41 677.01
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 303.19 264.57 158.62 211.11 240.91


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 5-12í 2-12í 2-12í 2-12í 6-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-10í 4-10í 3-10í 3-10í 4-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM START SUPPORT


VY = 43.92 MX = 1.92 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -50.54 MX = 2.60 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 189 IS LESS THAN 2.5.
DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A
CONTINUOUS BEAM AND AWAY FROM THE CRITICAL SECTION FOR
ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED.,
OTHERWISE PROVIDE ENSH AND RENSH PARAMETERS ***

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STAAD SPACE -- PAGE NO. 150

============================================================================
B E A M N O. 189 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 2464.83 2162.04 1868.67 1584.46 1309.18
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1434.36 1100.39 776.78 707.74 717.02


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 22-12í 20-12í 17-12í 15-12í 12-12í
REINF. 2 layer(s) 2 layer(s) 2 layer(s) 2 layer(s) 1 layer(s)

BOTTOM 13-12í 10-12í 7-12í 7-12í 7-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 90 mm c/c @ 100 mm c/c @ 100 mm c/c @ 100 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 100.82 MX = -29.10 LD= 17
Provide 2 Legged 12í @ 100 mm c/c

============================================================================

============================================================================
B E A M N O. 190 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 151

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 747.33 190.36 0.00 151.57 661.77
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 256.27 281.10 218.01 232.87 209.31


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 7-12í 2-12í 2-12í 2-12í 6-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-10í 4-10í 3-10í 3-10í 3-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 63.65 MX = 2.10 LD= 25
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -63.09 MX = 2.07 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 191 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 699.67 170.59 0.00 173.69 772.08
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 256.02 245.08 238.13 237.95 226.32


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 152

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 7-12í 2-12í 2-12í 2-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-10í 4-10í 4-10í 4-10í 3-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 37.76 MX = 6.91 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -43.01 MX = 6.57 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 192 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 581.95 172.62 151.16 222.01 647.54
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 238.66 206.39 209.25 273.22 320.80


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 6-12í 2-12í 2-12í 2-12í 6-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-12í 2-12í 2-12í 3-12í 3-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 153

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 43.83 MX = -8.60 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -11.35 MX = -8.60 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 193 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 2245.82 592.82 0.00 758.09 2555.70
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1517.40 866.61 504.76 900.22 1979.51


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 12-16í 3-16í 2-16í 4-16í 13-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 8-16í 5-16í 3-16í 5-16í 10-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 87.92 MX = 0.59 LD= 27
Provide 2 Legged 12í @ 110 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -90.78 MX = 0.09 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 154

============================================================================
B E A M N O. 194 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 653.35 203.30 151.57 218.33 671.19
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 334.87 254.88 159.64 276.87 357.82


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 6-12í 2-12í 2-12í 2-12í 6-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-10í 4-10í 3-10í 4-10í 5-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 62.74 MX = -2.58 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -36.58 MX = -5.99 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 195 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 155

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 2141.37 615.71 0.00 715.69 2398.72
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1370.96 884.90 394.12 846.41 1685.19


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 11-16í 4-16í 2-16í 4-16í 12-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 13-12í 8-12í 4-12í 8-12í 15-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 85.25 MX = 0.51 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -90.22 MX = 0.17 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 196 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 2589.79 516.72 0.00 455.55 2355.93
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2031.52 760.67 787.52 878.06 1647.14


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 156

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 13-16í 3-16í 2-16í 3-16í 12-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 18-12í 7-12í 7-12í 8-12í 15-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 91.50 MX = 0.60 LD= 27
Provide 2 Legged 12í @ 110 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -88.42 MX = -0.20 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 197 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 679.23 217.30 0.00 235.31 810.73
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 410.08 303.50 151.16 221.33 311.49


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 4-12í 3-12í 2-12í 2-12í 3-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 157

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM START SUPPORT


VY = 64.33 MX = -1.18 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -73.47 MX = -0.89 LD= 25
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 198 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 1331.59 319.52 0.00 333.24 1488.05
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 528.22 471.75 528.20 377.70 421.56


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 5-20í 3-20í 2-20í 3-20í 5-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 7-10í 7-10í 7-10í 5-10í 6-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 118.43 MX = -1.45 LD= 18
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -97.11 MX = -6.29 LD= 20
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

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STAAD SPACE -- PAGE NO. 158

============================================================================
B E A M N O. 199 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 1135.87 595.90 382.91 318.90 318.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 427.24 373.60 512.43 613.22 666.73


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 6-16í 3-16í 3-16í 3-16í 3-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 4-12í 4-12í 5-12í 6-12í 6-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 45.30 MX = -48.01 LD= 28
Provide 2 Legged 12í @ 170 mm c/c

============================================================================

============================================================================
B E A M N O. 200 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 159

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 1331.50 322.57 0.00 367.49 1463.79
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 595.02 497.74 504.47 421.32 497.39


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 12-12í 3-12í 2-12í 4-12í 13-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-16í 3-16í 3-16í 3-16í 3-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 118.81 MX = -1.17 LD= 18
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -127.66 MX = -0.34 LD= 17
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 201 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 1516.77 214.85 0.00 551.62 2212.55
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 746.00 762.75 664.71 850.38 1179.50


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 160

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 14-12í 4-12í 2-12í 5-12í 20-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-16í 4-16í 4-16í 5-16í 6-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -86.43 MX = -1.48 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 202 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 852.76 384.87 151.16 151.16 342.32
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 283.37 244.80 331.29 271.79 332.91


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 3-20í 2-20í 2-20í 2-20í 2-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 90 mm c/c @ 110 mm c/c @ 100 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 161

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM START SUPPORT


VY = 23.09 MX = -15.15 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 203 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 1571.68 555.98 175.15 1127.61 2345.06
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1487.06 581.67 212.81 1002.67 1946.32


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 8-16í 3-16í 3-16í 6-16í 12-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-25í 3-25í 3-25í 3-25í 4-25í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 84.27 MX = -2.06 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -92.29 MX = -0.39 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 204 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 162

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 2084.94 751.55 0.00 822.41 2230.83
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1583.93 872.09 315.44 867.65 1572.56


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 11-16í 4-16í 2-16í 5-16í 12-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 8-16í 5-16í 3-16í 5-16í 8-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 69.10 MX = -0.51 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -71.96 MX = 0.31 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 205 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 1995.34 710.89 0.00 526.61 1588.21
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1181.18 715.50 465.38 759.02 1243.01


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 163

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 10-16í 4-16í 2-16í 3-16í 8-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 11-12í 7-12í 5-12í 7-12í 11-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 71.37 MX = 0.18 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -65.39 MX = 0.58 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 206 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 318.90 318.90 373.38 590.78 975.38
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 660.35 591.90 494.94 463.09 504.23


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 3-25í 3-25í 3-25í 3-25í 3-25í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-12í 6-12í 5-12í 5-12í 5-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 170 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 164

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT


VY = -39.97 MX = -46.09 LD= 27
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 207 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 1348.13 692.17 188.51 224.72 800.55
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1245.47 747.82 265.95 237.77 691.46


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 12-12í 7-12í 3-12í 3-12í 8-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 4-20í 3-20í 3-20í 3-20í 3-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 54.01 MX = -0.88 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 208 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 164 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 165

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 1205.67 356.32 173.07 961.97 2165.85
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1128.03 500.97 325.34 813.26 1378.54


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 4-20í 4-20í 4-20í 4-20í 7-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 6-16í 4-16í 4-16í 5-16í 7-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -76.49 MX = 1.87 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 209 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 2123.39 533.19 0.00 615.69 2339.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1449.80 721.70 749.44 718.94 1795.57


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 166

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 11-16í 3-16í 2-16í 4-16í 12-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 13-12í 7-12í 7-12í 7-12í 16-12í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 75.09 MX = 0.11 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -78.33 MX = 0.59 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 210 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 2928.17 841.86 0.00 854.73 2981.23
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 2777.15 1015.55 509.93 983.55 2849.51


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 15-16í 5-16í 2-16í 5-16í 15-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 6-25í 3-25í 3-25í 3-25í 6-25í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 167

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 101.89 MX = -0.29 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -103.98 MX = 0.45 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 211 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 143.89 110.19 116.30 239.27 420.34
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 312.84 263.39 178.02 110.19 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 3-12í 4-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 4-10í 4-10í 3-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -19.47 MX = 9.33 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -32.42 MX = 9.33 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 168

============================================================================
B E A M N O. 212 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 381.06 183.20 110.60 110.60 244.20
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 176.92 123.86 132.58 177.73 253.19


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 5-10í 3-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-10í 2-10í 2-10í 3-10í 4-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 37.48 MX = -3.88 LD= 18
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = 25.62 MX = -3.88 LD= 18
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 213 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 169

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 280.14 125.78 110.19 206.37 418.10
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 319.06 231.32 149.49 132.73 193.71


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 3-12í 2-12í 2-12í 2-12í 4-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-12í 3-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -19.22 MX = 7.63 LD= 20
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -31.06 MX = 7.63 LD= 20
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 214 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 324.27 117.03 0.00 118.57 321.47
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 196.72 118.88 110.19 128.65 205.92


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 170

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 3-12í 2-12í 2-12í 2-12í 3-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 41.42 MX = 0.12 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -39.46 MX = 0.20 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 215 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 296.15 110.60 0.00 110.60 280.18
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 148.29 110.19 110.19 126.50 188.79


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 171

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 38.55 MX = -0.14 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -34.46 MX = -0.02 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 216 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 291.24 151.84 128.19 110.60 163.42
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 110.60 110.60 110.60 110.79 135.84


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 3-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 23.98 MX = -4.32 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = 9.83 MX = -4.32 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 172

*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 217 IS LESS THAN 2.5.
DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A
CONTINUOUS BEAM AND AWAY FROM THE CRITICAL SECTION FOR
ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED.,
OTHERWISE PROVIDE ENSH AND RENSH PARAMETERS ***

============================================================================
B E A M N O. 217 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

Section fails while designing section: 0.0 mm


Nominal shear force exceeds tauc_max limit
============================================================================

DESIGN LOAD SUMMARY (KN MET)


----------------------------------------------------------------------------
SECTION |FLEXURE (Maxm. Sagging/Hogging moments)| SHEAR
(in mm) | P MZ MX Load Case | VY MX Load Case
----------------------------------------------------------------------------
0.0 | 0.00 0.00 0.00 11 | 75.01 -35.42 28
| 0.00 -36.64 -35.42 28 |
50.0 | 0.00 0.00 0.00 11 | 73.54 -35.42 28
| 0.00 -32.93 -35.42 28 |
100.0 | 0.00 0.00 0.00 11 | 72.31 -35.42 28
| 0.00 -29.28 -35.42 28 |
150.0 | 0.00 0.00 0.00 11 | 70.87 -35.42 28
| 0.00 -25.70 -35.42 28 |
200.0 | 0.00 0.00 0.00 11 | 69.47 -35.42 28
| 0.00 -22.19 -35.42 28 |
250.0 | 0.00 0.00 0.00 11 | 68.24 -35.42 28
| 0.00 -18.75 -35.42 28 |
300.0 | 0.00 0.00 0.00 11 | 66.86 -35.42 28
| 0.00 -15.37 -35.42 28 |
350.0 | 0.00 0.00 0.00 11 | 65.52 -35.42 28
| 0.00 -12.06 -35.42 28 |
400.0 | 0.00 0.00 0.00 11 | 64.29 -35.42 28
| 0.00 -8.82 -35.42 28 |
450.0 | 0.00 0.00 0.00 11 | 62.98 -35.42 28
| 0.00 -5.64 -35.42 28 |
500.0 | 0.00 0.00 0.00 11 | 61.70 -35.42 28
| 0.00 -2.52 -35.42 28 |
550.0 | 0.00 0.53 -35.42 28 | 60.47 -35.42 28
| 0.00 -0.76 20.68 31 |
600.0 | 0.00 3.53 -35.42 28 | 59.22 -35.42 28
| 0.00 -0.85 20.68 31 |
============================================================================

============================================================================
B E A M N O. 218 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 173

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 791.02 163.61 0.00 263.55 994.82
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 378.79 342.31 354.09 511.12 487.81


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 4-16í 3-16í 2-16í 3-16í 5-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-10í 5-10í 5-10í 7-10í 7-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -55.45 MX = 0.19 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 219 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 518.32 110.60 0.00 110.60 584.74
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 110.60 179.50 250.09 134.29 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 174

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 3-16í 2-16í 2-16í 2-16í 3-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 3-10í 4-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 37.45 MX = -2.50 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -38.50 MX = -2.50 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 220 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 262.81 110.60 0.00 110.60 379.52
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 110.60 110.60 110.60 110.60 110.60


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 5-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 175

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 29.85 MX = -0.68 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -36.97 MX = -0.31 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 221 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 850.45 262.59 0.00 250.66 853.73
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 496.16 322.56 108.43 286.45 455.86


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 11-10í 4-10í 2-10í 4-10í 11-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-10í 5-10í 3-10í 4-10í 6-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 50.61 MX = -0.22 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -50.89 MX = 0.51 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 176

============================================================================
B E A M N O. 222 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 1105.12 259.72 0.00 251.48 1047.84
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 417.15 353.13 276.85 401.61 423.11


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 10-12í 3-12í 2-12í 3-12í 10-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 4-12í 4-12í 3-12í 4-12í 4-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 58.02 MX = -0.32 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -56.83 MX = 0.29 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 223 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 177

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 353.64 110.60 0.00 126.35 464.20
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 144.32 189.71 164.46 142.12 110.19


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 5-10í 2-10í 2-10í 2-10í 6-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM START SUPPORT


VY = 32.80 MX = 2.29 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -39.58 MX = 2.74 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 224 IS LESS THAN 2.5.
DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A
CONTINUOUS BEAM AND AWAY FROM THE CRITICAL SECTION FOR
ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED.,
OTHERWISE PROVIDE ENSH AND RENSH PARAMETERS ***

============================================================================
B E A M N O. 224 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

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SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 1969.53 1691.61 1421.83 1158.94 859.95
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 877.18 574.37 280.44 309.78 349.99


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 10-16í 9-16í 8-16í 6-16í 5-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 8-12í 6-12í 4-12í 4-12í 4-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í 2 legged 12í
REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 95.30 MX = -22.13 LD= 17
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 225 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 525.03 151.57 0.00 151.57 475.24
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 151.57 195.25 224.43 169.20 151.57


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 7-10í 2-10í 2-10í 2-10í 7-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 52.49 MX = 2.36 LD= 25
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -51.49 MX = 2.52 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 226 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 509.08 151.16 0.00 151.16 579.84
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 151.16 176.13 216.18 169.79 151.16


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 3-16í 2-16í 2-16í 2-16í 3-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 180

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 37.05 MX = 4.23 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -44.92 MX = 4.23 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 227 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 397.32 151.16 0.00 151.16 397.71
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 151.16 151.16 173.60 171.91 151.16


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 2-16í 2-16í 2-16í 2-16í 2-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 40.13 MX = -6.17 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -37.36 MX = -3.70 LD= 11
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

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============================================================================
B E A M N O. 228 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 1584.83 304.91 0.00 413.09 1826.81
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 702.61 581.87 517.91 560.36 968.68


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 6-20í 3-20í 2-20í 3-20í 6-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-25í 3-25í 3-25í 3-25í 3-25í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 72.59 MX = 0.60 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -75.81 MX = 0.33 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 229 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

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SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 415.97 151.16 0.00 151.16 399.70
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 151.16 167.28 154.01 181.57 155.54


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 4-12í 2-12í 2-12í 2-12í 4-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 45.70 MX = -2.86 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -34.07 MX = -4.94 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 230 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 1469.04 312.04 0.00 386.58 1714.66
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 590.97 550.19 396.32 486.39 882.42


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 183

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 13-12í 3-12í 2-12í 4-12í 16-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 6-12í 5-12í 4-12í 5-12í 8-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 67.85 MX = 0.40 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -73.22 MX = 0.38 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 231 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 2124.14 274.86 0.00 213.26 1865.70
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1359.97 507.24 803.56 616.52 1058.25


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 19-12í 3-12í 2-12í 3-12í 17-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-16í 3-16í 4-16í 4-16í 6-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 184

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 81.34 MX = 0.49 LD= 27
Provide 2 Legged 12í @ 110 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -77.80 MX = -0.12 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 232 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 476.98 151.57 0.00 151.57 514.87
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 180.27 191.26 151.16 151.16 151.16


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 7-10í 2-10í 2-10í 2-10í 7-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM START SUPPORT


VY = 52.58 MX = -0.95 LD= 18
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -53.71 MX = -1.07 LD= 25
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

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============================================================================
B E A M N O. 233 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 1082.69 319.52 0.00 319.52 1230.19
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 319.52 338.43 523.60 319.52 319.52


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 10-12í 3-12í 2-12í 3-12í 11-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-10í 5-10í 7-10í 5-10í 5-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 107.76 MX = -0.98 LD= 18
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -115.81 MX = -1.02 LD= 11
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 234 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 186

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 862.58 414.98 319.52 0.00 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 319.52 319.52 343.87 469.89 499.21


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 11-10í 6-10í 5-10í 2-10í 2-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-10í 5-10í 5-10í 6-10í 7-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 120 mm c/c @ 130 mm c/c @ 140 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 48.26 MX = -29.06 LD= 28
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 235 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 1038.23 319.52 0.00 319.52 1159.86
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 319.52 347.80 495.80 319.52 319.52


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 187

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 6-16í 3-16í 2-16í 3-16í 6-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-10í 5-10í 7-10í 5-10í 5-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 106.16 MX = -0.97 LD= 18
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -114.99 MX = -1.05 LD= 11
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 236 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 1068.07 174.10 0.00 289.76 1569.24
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 348.44 581.75 673.41 579.65 401.47


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 4-20í 4-20í 2-20í 4-20í 5-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 4-12í 6-12í 6-12í 6-12í 4-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 188

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -74.20 MX = -1.34 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 237 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 701.55 301.46 151.57 151.57 269.79
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 151.94 167.90 283.79 234.61 252.20


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 9-10í 4-10í 2-10í 2-10í 4-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 3-10í 4-10í 3-10í 4-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM START SUPPORT


VY = 36.84 MX = -10.27 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 238 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 189

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 839.31 295.44 139.28 623.30 1371.77
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 792.72 339.91 146.15 522.83 979.65


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 5-16í 3-16í 3-16í 4-16í 7-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-25í 3-25í 3-25í 3-25í 3-25í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 50.53 MX = -1.86 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -57.88 MX = -0.73 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 239 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 1347.59 436.86 0.00 481.40 1479.42
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 924.98 533.24 314.85 505.17 876.55


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 189 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 190

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 18-10í 6-10í 2-10í 7-10í 19-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-20í 3-20í 3-20í 3-20í 3-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 110 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 110 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 55.19 MX = -0.26 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -58.31 MX = 0.22 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 240 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 1467.50 411.38 0.00 286.30 1148.37
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 578.54 398.25 446.24 469.83 652.05


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 13-12í 4-12í 2-12í 3-12í 11-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 6-12í 4-12í 4-12í 5-12í 6-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 191

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 60.27 MX = 0.15 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -54.45 MX = 0.53 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 241 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 0.00 319.52 319.52 423.57 752.82
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 494.99 394.22 319.52 319.52 319.52


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 2-10í 5-10í 5-10í 6-10í 10-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 7-10í 6-10í 5-10í 5-10í 5-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 140 mm c/c @ 130 mm c/c @ 130 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT


VY = -36.61 MX = -28.54 LD= 27
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 242 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 191 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 192

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 696.84 357.45 139.28 139.28 403.24
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 616.98 396.04 180.27 135.46 302.24


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 9-10í 5-10í 3-10í 3-10í 6-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-20í 3-20í 3-20í 3-20í 3-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 36.15 MX = -0.69 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 243 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 772.77 231.94 174.10 629.63 1518.26
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 672.43 375.23 253.75 452.26 692.59


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 193

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 4-20í 4-20í 4-20í 4-20í 5-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 9-10í 5-10í 4-10í 6-10í 9-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -64.17 MX = 1.73 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 244 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 1688.60 295.08 0.00 349.38 1858.54
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 871.58 469.29 774.21 464.34 1074.31


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 6-20í 3-20í 2-20í 3-20í 6-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 12-10í 6-10í 10-10í 6-10í 14-10í


REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 193 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 194

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 66.62 MX = 0.12 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -69.38 MX = 0.50 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 245 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 1885.17 465.91 0.00 484.97 1954.76
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 1039.00 622.04 513.46 578.63 1114.81


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 4-25í 3-25í 2-25í 3-25í 4-25í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 10-12í 6-12í 5-12í 6-12í 10-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 81.81 MX = -0.14 LD= 28
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -85.27 MX = 0.27 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 246 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 194 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 195

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 110.60 110.60 110.60 138.37 225.83
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 178.56 132.43 110.19 110.19 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -14.12 MX = 4.78 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -18.27 MX = 4.78 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 247 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 248.64 150.19 157.80 110.60 110.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 110.19 110.19 112.50 142.18 183.53


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 195 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 196

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 3-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 11.58 MX = -6.32 LD= 20
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = 7.37 MX = -6.32 LD= 20
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 248 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 126.81 110.60 110.60 182.81 284.71
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 268.06 210.43 144.39 110.60 110.60


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 3-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 4-10í 3-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 196 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 197

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = -16.37 MX = 7.96 LD= 20
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -20.57 MX = 7.96 LD= 20
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 249 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 153.05 110.60 110.60 110.60 149.25
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 110.60 110.60 110.60 110.60 110.60


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 17.89 MX = 1.03 LD= 18
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -16.30 MX = 1.01 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

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STAAD SPACE -- PAGE NO. 198

============================================================================
B E A M N O. 250 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 112.22 110.60 110.60 110.60 137.91
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 110.60 110.60 110.60 110.60 110.60


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 16.26 MX = 0.00 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -14.92 MX = 0.36 LD= 25
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 251 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 1400.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 199

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 221.93 132.78 110.60 110.60 110.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 110.60 110.60 110.60 110.60 125.69


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 350.0 mm 700.0 mm 1050.0 mm 1400.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 17.50 MX = -3.70 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = 12.16 MX = -3.70 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 252 IS LESS THAN 2.5.
DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A
CONTINUOUS BEAM AND AWAY FROM THE CRITICAL SECTION FOR
ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED.,
OTHERWISE PROVIDE ENSH AND RENSH PARAMETERS ***

============================================================================
B E A M N O. 252 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 600.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 200

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 150.0 mm 300.0 mm 450.0 mm 600.0 mm
----------------------------------------------------------------------------
TOP 514.13 442.00 375.53 322.00 491.79
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 176.39 374.45 234.03 284.93 335.57


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 150.0 mm 300.0 mm 450.0 mm 600.0 mm
----------------------------------------------------------------------------
TOP 7-10í 6-10í 5-10í 5-10í 7-10í
REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 2-12í 4-12í 3-12í 3-12í 3-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í 2 legged 10í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 27.89 MX = -18.49 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 253 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 365.49 139.28 0.00 139.28 360.47
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 197.48 158.12 180.33 290.95 296.17


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 201

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 5-10í 3-10í 2-10í 3-10í 5-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-10í 3-10í 3-10í 4-10í 4-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -23.12 MX = 0.48 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 254 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 191.18 110.60 0.00 110.60 222.71
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 110.60 110.60 114.91 110.60 110.60


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 202

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 13.93 MX = -1.83 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -15.97 MX = -1.64 LD= 19
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 255 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 110.60 0.00 0.00 110.60 153.08
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 110.60 110.60 110.60 110.60 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 7.66 MX = -0.26 LD= 26
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -15.40 MX = 0.39 LD= 17
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 256 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 203

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 233.53 104.46 0.00 104.46 163.44
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 125.88 104.46 104.46 104.46 108.83


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 3-10í 3-10í 2-10í 3-10í 3-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-10í 3-10í 3-10í 3-10í 3-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 15.63 MX = -0.75 LD= 20
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -14.28 MX = 0.16 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 257 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 300.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 400.24 112.59 0.00 108.00 395.50
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 194.44 170.05 132.44 150.65 178.68


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 204

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 3-16í 3-16í 2-16í 3-16í 3-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 22.54 MX = 0.04 LD= 28
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -23.21 MX = 0.63 LD= 19
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

============================================================================
B E A M N O. 258 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 200.0 mm X 300.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 110.60 110.60 0.00 110.60 197.77
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 110.60 110.60 110.60 110.60 110.60


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 205

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM START SUPPORT


VY = 10.01 MX = 0.90 LD= 27
Provide 2 Legged 12í @ 90 mm c/c

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM END SUPPORT


VY = -17.59 MX = 1.47 LD= 11
Provide 2 Legged 12í @ 90 mm c/c

============================================================================

*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER 259 IS LESS THAN 2.5.
DEEP BEAM IS NOT DESIGNED. ASSUMING IT TO BE A PART OF A
CONTINUOUS BEAM AND AWAY FROM THE CRITICAL SECTION FOR
ENHANCED SHEAR, ORDINARY SHEAR CHECK IS PERFORMED.,
OTHERWISE PROVIDE ENSH AND RENSH PARAMETERS ***

============================================================================
B E A M N O. 259 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 500.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 873.16 724.26 587.19 459.76 340.32
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 173.07 173.07 173.07 173.07


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 125.0 mm 250.0 mm 375.0 mm 500.0 mm
----------------------------------------------------------------------------
TOP 8-12í 7-12í 6-12í 5-12í 4-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 4-12í 4-12í 4-12í 4-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 90 mm c/c @ 90 mm c/c @ 100 mm c/c @ 100 mm c/c @ 100 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 52.26 MX = -13.66 LD= 17
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 206

============================================================================
B E A M N O. 260 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 195.51 151.57 0.00 0.00 151.57
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 151.57 151.57 151.57 151.57 151.57


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 24.90 MX = -0.17 LD= 11
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -18.17 MX = 0.47 LD= 26
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 261 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 207

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 199.77 151.57 0.00 151.57 273.76
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 151.57 151.57 151.57 151.57 151.57


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 3-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 14.85 MX = 3.30 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -24.85 MX = 3.30 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 262 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 201.29 151.57 151.57 151.57 151.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 151.57 151.57 151.57 151.57 151.57


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 208

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 19.14 MX = -3.41 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM END SUPPORT


VY = -8.77 MX = -3.19 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 263 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 591.66 139.28 0.00 162.30 695.06
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 220.27 232.36 234.44 221.09 202.07


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 8-10í 3-10í 2-10í 3-10í 9-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-10í 3-10í 3-10í 3-10í 3-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 209

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 30.04 MX = 0.09 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -31.21 MX = -0.15 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 264 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 151.57 151.57 0.00 151.57 151.57
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 151.57 151.57 151.57 151.57 151.57


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 15.33 MX = -0.67 LD= 18
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -13.86 MX = -1.03 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

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STAAD SPACE -- PAGE NO. 210

============================================================================
B E A M N O. 265 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 480.95 146.53 0.00 151.25 489.58
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 225.76 169.27 139.28 163.07 222.26


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 7-10í 3-10í 2-10í 3-10í 7-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 22.43 MX = 0.05 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -24.03 MX = 0.42 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 266 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 211

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 793.81 139.28 0.00 139.28 692.28
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 139.28 225.80 363.79 264.82 139.28


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 4-16í 3-16í 2-16í 3-16í 4-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-10í 3-10í 5-10í 4-10í 3-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM START SUPPORT


VY = 35.56 MX = 0.60 LD= 11
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -33.78 MX = 0.60 LD= 11
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 267 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 160.44 151.57 0.00 151.57 204.54
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 151.57 151.57 151.57 151.57 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 212

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM START SUPPORT


VY = 19.88 MX = -0.11 LD= 18
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -22.95 MX = -0.11 LD= 25
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 268 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 681.71 319.52 0.00 319.52 869.12
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 319.52 319.52 467.74 319.52 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 7-12í 3-12í 2-12í 3-12í 8-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 5-10í 5-10í 6-10í 5-10í 2-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 213

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 82.57 MX = -3.38 LD= 11
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -95.18 MX = -3.38 LD= 11
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 269 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 623.21 318.90 318.90 0.00 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 317.67 317.67 322.62 395.55


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 3-20í 3-20í 3-20í 2-20í 2-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-16í 3-16í 3-16í 3-16í 3-16í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 55.11 MX = -13.64 LD= 28
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 270 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 6200.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 214

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 647.22 319.52 0.00 319.52 756.50
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 319.52 319.52 451.96 319.52 0.00


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1550.0 mm 3100.0 mm 4650.0 mm 6200.0 mm
----------------------------------------------------------------------------
TOP 9-10í 5-10í 2-10í 5-10í 10-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)

BOTTOM 3-12í 3-12í 4-12í 3-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM START SUPPORT


VY = 82.21 MX = -1.96 LD= 11
Provide 2 Legged 12í @ 180 mm c/c

SHEAR DESIGN RESULTS AT 815.0 mm AWAY FROM END SUPPORT


VY = -92.78 MX = -1.96 LD= 11
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 271 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 404.83 174.10 0.00 174.10 521.08
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 173.07 218.56 320.22 252.08 173.07


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 215

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 6-10í 4-10í 2-10í 4-10í 7-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 4-12í 4-12í 4-12í 4-12í 4-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -29.63 MX = -0.66 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 272 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3500.0 mm SIZE: 200.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 483.11 180.90 0.00 0.00 151.57
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 0.00 151.16 165.02 151.16 151.16


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 875.0 mm 1750.0 mm 2625.0 mm 3500.0 mm
----------------------------------------------------------------------------
TOP 7-10í 3-10í 2-10í 2-10í 2-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 215 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 216

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM START SUPPORT


VY = 31.23 MX = -4.78 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 273 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 190.59 139.28 139.28 240.50 511.50
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 206.24 138.46 138.46 138.46 174.72


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 3-10í 3-10í 3-10í 4-10í 7-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 19.38 MX = -1.31 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -27.94 MX = -0.17 LD= 27
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 274 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

C:\DOCUME~1\KAUSHI~1\Desktop\Agartala\Agartala STAAD-1.ANL Page 216 of 302


Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 217

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 784.97 212.89 0.00 242.39 915.43
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 339.53 273.95 238.71 233.35 288.19


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 3-20í 3-20í 2-20í 3-20í 3-20í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-10í 4-10í 4-10í 3-10í 4-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 36.45 MX = -0.38 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -39.93 MX = -0.17 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 275 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3700.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 960.25 199.18 0.00 139.28 581.19
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 139.28 183.40 372.70 285.53 226.98


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 218

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 925.0 mm 1850.0 mm 2775.0 mm 3700.0 mm
----------------------------------------------------------------------------
TOP 3-25í 3-25í 2-25í 3-25í 3-25í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-10í 3-10í 5-10í 4-10í 3-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 43.15 MX = 0.74 LD= 11
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM END SUPPORT


VY = -35.76 MX = 0.78 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 276 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2500.0 mm SIZE: 300.0 mm X 550.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 0.00 0.00 319.52 319.52 382.13
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 367.04 319.52 319.52 319.52 319.52


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 625.0 mm 1250.0 mm 1875.0 mm 2500.0 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 5-10í 5-10í 5-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 5-10í 5-10í 5-10í 5-10í 5-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c @ 180 mm c/c
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 219

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 765.0 mm AWAY FROM END SUPPORT


VY = -49.98 MX = 9.73 LD= 20
Provide 2 Legged 12í @ 180 mm c/c

============================================================================

============================================================================
B E A M N O. 277 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2000.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 255.07 139.28 139.28 139.28 139.28
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 161.13 148.52 138.46 138.46 138.46


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 500.0 mm 1000.0 mm 1500.0 mm 2000.0 mm
----------------------------------------------------------------------------
TOP 4-10í 3-10í 3-10í 3-10í 3-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-12í 3-12í 3-12í 3-12í 3-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 17.47 MX = -0.19 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 278 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2900.0 mm SIZE: 500.0 mm X 200.0 mm COVER: 25.0 mm

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STAAD SPACE -- PAGE NO. 220

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 423.01 174.10 0.00 257.53 807.60
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 323.45 255.59 183.43 201.49 233.59


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 725.0 mm 1450.0 mm 2175.0 mm 2900.0 mm
----------------------------------------------------------------------------
TOP 6-10í 4-10í 2-10í 4-10í 11-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 4-12í 4-12í 4-12í 4-12í 4-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 290.0 mm AWAY FROM END SUPPORT


VY = -43.39 MX = 1.06 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 279 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 4500.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 1004.57 139.28 0.00 139.28 1180.70
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 138.46 316.27 622.35 246.04 276.94


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 221

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 1125.0 mm 2250.0 mm 3375.0 mm 4500.0 mm
----------------------------------------------------------------------------
TOP 5-16í 3-16í 2-16í 3-16í 6-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-20í 3-20í 3-20í 3-20í 3-20í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 265.0 mm AWAY FROM START SUPPORT


VY = 50.43 MX = 0.69 LD= 11
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -54.92 MX = 0.69 LD= 11
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 280 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 400.0 mm X 200.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 740.67 192.48 0.00 180.29 705.89
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 233.39 203.37 222.08 222.94 254.76


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 10-10í 3-10í 2-10í 3-10í 9-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 3-10í 3-10í 3-10í 3-10í 4-10í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c @ 120 mm c/c
----------------------------------------------------------------------------

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STAAD SPACE -- PAGE NO. 222

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM START SUPPORT


VY = 36.17 MX = 0.31 LD= 20
Provide 2 Legged 12í @ 120 mm c/c

SHEAR DESIGN RESULTS AT 315.0 mm AWAY FROM END SUPPORT


VY = -36.91 MX = 0.07 LD= 19
Provide 2 Legged 12í @ 120 mm c/c

============================================================================

============================================================================
B E A M N O. 446 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 250.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 188.95 188.95 0.00 188.95 188.95
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 188.95 188.95 188.95 188.95 188.95


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 615.0 mm AWAY FROM START SUPPORT


VY = 8.66 MX = -0.06 LD= 26
Provide 2 Legged 12í @ 130 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -16.17 MX = -0.42 LD= 25
Provide 2 Legged 12í @ 130 mm c/c

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 223

============================================================================
B E A M N O. 447 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 250.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 188.95 188.95 0.00 188.95 188.95
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 188.95 188.95 188.95 188.95 188.95


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 465.0 mm AWAY FROM START SUPPORT


VY = 19.00 MX = -0.15 LD= 27
Provide 2 Legged 12í @ 130 mm c/c

SHEAR DESIGN RESULTS AT 490.0 mm AWAY FROM END SUPPORT


VY = -18.30 MX = 1.52 LD= 28
Provide 2 Legged 12í @ 130 mm c/c

============================================================================

============================================================================
B E A M N O. 448 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3400.0 mm SIZE: 250.0 mm X 400.0 mm COVER: 25.0 mm

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 224

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 230.70 189.46 0.00 189.46 277.54
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 196.03 188.95 188.95 188.95 188.95


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 850.0 mm 1700.0 mm 2550.0 mm 3400.0 mm
----------------------------------------------------------------------------
TOP 3-10í 3-10í 2-10í 3-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM START SUPPORT


VY = 25.57 MX = -0.10 LD= 27
Provide 2 Legged 12í @ 130 mm c/c

SHEAR DESIGN RESULTS AT 515.0 mm AWAY FROM END SUPPORT


VY = -28.04 MX = 1.19 LD= 28
Provide 2 Legged 12í @ 130 mm c/c

============================================================================

============================================================================
B E A M N O. 449 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2800.0 mm SIZE: 250.0 mm X 400.0 mm COVER: 25.0 mm

SUMMARY OF REINF. AREA (Sq.mm)


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 188.95 188.95 0.00 188.95 188.95
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)

BOTTOM 188.95 188.95 188.95 188.95 188.95


REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 225

SUMMARY OF PROVIDED REINF. AREA


----------------------------------------------------------------------------
SECTION 0.0 mm 700.0 mm 1400.0 mm 2100.0 mm 2800.0 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í


REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)

SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í


REINF. @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c @ 130 mm c/c
----------------------------------------------------------------------------

SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT

SHEAR DESIGN RESULTS AT 565.0 mm AWAY FROM START SUPPORT


VY = 10.62 MX = -0.82 LD= 26
Provide 2 Legged 12í @ 130 mm c/c

SHEAR DESIGN RESULTS AT 665.0 mm AWAY FROM END SUPPORT


VY = -11.42 MX = -1.77 LD= 27
Provide 2 Legged 12í @ 130 mm c/c

============================================================================

********************END OF BEAM DESIGN RESULTS********************

279. DESIGN COLUMN 281 TO 445

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STAAD SPACE -- PAGE NO. 226

============================================================================

C O L U M N N O. 281 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 282 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 283 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 284 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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STAAD SPACE -- PAGE NO. 227

============================================================================

C O L U M N N O. 285 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 286 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 287 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1532.91 Sq.mm.


REQD. CONCRETE AREA: 78467.09 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1536.42 Muz1 : 87.76 Muy1 : 35.37

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 228

============================================================================

C O L U M N N O. 288 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 2275.35 Sq.mm.


REQD. CONCRETE AREA: 77724.65 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14%, 2513.27 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1757.49 Muz1 : 135.30 Muy1 : 51.40

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 289 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 25 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 892.80 Sq.mm.


REQD. CONCRETE AREA: 79107.20 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

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STAAD SPACE -- PAGE NO. 229

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1345.83 Muz1 : 81.47 Muy1 : 35.00

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 290 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 25 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 804.20 Sq.mm.


REQD. CONCRETE AREA: 79195.80 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1319.45 Muz1 : 74.60 Muy1 : 32.36

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 291 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 25 SHORT(Z) /BRACED LONG(Y)

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STAAD SPACE -- PAGE NO. 230

REQD. STEEL AREA : 682.96 Sq.mm.


REQD. CONCRETE AREA: 79317.04 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1283.35 Muz1 : 64.76 Muy1 : 28.55

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 292 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 29 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 563.12 Sq.mm.


REQD. CONCRETE AREA: 79436.88 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1247.67 Muz1 : 44.47 Muy1 : 20.22

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

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STAAD SPACE -- PAGE NO. 231

============================================================================

C O L U M N N O. 293 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 502.75 Sq.mm.


REQD. CONCRETE AREA: 79497.25 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1229.69 Muz1 : 42.69 Muy1 : 19.58

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 294 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 362.23 Sq.mm.


REQD. CONCRETE AREA: 79637.77 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

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STAAD SPACE -- PAGE NO. 232

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1187.86 Muz1 : 30.29 Muy1 : 14.45

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 295 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 296 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 297 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 298 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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STAAD SPACE -- PAGE NO. 233

============================================================================

C O L U M N N O. 299 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 2490.98 Sq.mm.


REQD. CONCRETE AREA: 77509.02 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14%, 2513.27 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1821.69 Muz1 : 139.42 Muy1 : 52.37

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 300 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 20 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1824.14 Sq.mm.


REQD. CONCRETE AREA: 78175.86 Sq.mm.
MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45%, 1963.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 234

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1623.14 Muz1 : 107.76 Muy1 : 42.48

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 301 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 20 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1535.63 Sq.mm.


REQD. CONCRETE AREA: 78464.37 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1537.23 Muz1 : 88.48 Muy1 : 35.64

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 302 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 31 SHORT(Z) /BRACED LONG(Y)

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 235

REQD. STEEL AREA : 1785.23 Sq.mm.


REQD. CONCRETE AREA: 78214.77 Sq.mm.
MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45%, 1963.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1611.55 Muz1 : 111.65 Muy1 : 43.90

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 303 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 25 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 929.84 Sq.mm.


REQD. CONCRETE AREA: 79070.16 Sq.mm.
MAIN REINFORCEMENT : Provide 4 - 20 dia. (1.57%, 1256.64 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1356.86 Muz1 : 84.12 Muy1 : 35.97

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 236

============================================================================

C O L U M N N O. 304 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 25 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 921.47 Sq.mm.


REQD. CONCRETE AREA: 79078.53 Sq.mm.
MAIN REINFORCEMENT : Provide 4 - 20 dia. (1.57%, 1256.64 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1354.37 Muz1 : 81.06 Muy1 : 34.64

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 305 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 25 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 816.93 Sq.mm.


REQD. CONCRETE AREA: 79183.07 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 237

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1323.24 Muz1 : 72.64 Muy1 : 31.49

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 306 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 29 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 648.99 Sq.mm.


REQD. CONCRETE AREA: 79351.01 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1273.24 Muz1 : 52.25 Muy1 : 23.30

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 307 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 29 SHORT(Z) /BRACED LONG(Y)

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 238

REQD. STEEL AREA : 468.67 Sq.mm.


REQD. CONCRETE AREA: 79531.33 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1219.55 Muz1 : 37.96 Muy1 : 17.61

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 308 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 31 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 345.56 Sq.mm.


REQD. CONCRETE AREA: 79654.45 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1182.89 Muz1 : 24.60 Muy1 : 12.03

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 239

============================================================================

C O L U M N N O. 309 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 31 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1499.50 Sq.mm.


REQD. CONCRETE AREA: 78500.50 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1526.48 Muz1 : 100.77 Muy1 : 40.58

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 310 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 25 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 919.18 Sq.mm.


REQD. CONCRETE AREA: 79080.82 Sq.mm.
MAIN REINFORCEMENT : Provide 4 - 20 dia. (1.57%, 1256.64 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 240

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1353.69 Muz1 : 84.08 Muy1 : 35.96

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 311 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 26 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 884.82 Sq.mm.


REQD. CONCRETE AREA: 79115.18 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1343.46 Muz1 : 78.66 Muy1 : 33.74

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 312 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 26 SHORT(Z) /BRACED LONG(Y)

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 241

REQD. STEEL AREA : 776.22 Sq.mm.


REQD. CONCRETE AREA: 79223.78 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1311.12 Muz1 : 69.68 Muy1 : 30.35

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 313 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 30 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 625.32 Sq.mm.


REQD. CONCRETE AREA: 79374.68 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1266.19 Muz1 : 49.72 Muy1 : 22.30

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 242

============================================================================

C O L U M N N O. 314 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 30 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 441.66 Sq.mm.


REQD. CONCRETE AREA: 79558.34 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1211.50 Muz1 : 35.49 Muy1 : 16.59

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 315 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 31 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 274.12 Sq.mm.


REQD. CONCRETE AREA: 79725.88 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 243

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1161.62 Muz1 : 20.46 Muy1 : 10.23

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 316 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 31 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1704.03 Sq.mm.


REQD. CONCRETE AREA: 78295.97 Sq.mm.
MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45%, 1963.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1587.38 Muz1 : 107.33 Muy1 : 42.51

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 317 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 25 SHORT(Z) /BRACED LONG(Y)

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 244

REQD. STEEL AREA : 901.00 Sq.mm.


REQD. CONCRETE AREA: 79099.00 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1348.27 Muz1 : 84.64 Muy1 : 36.14

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 318 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 26 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 797.83 Sq.mm.


REQD. CONCRETE AREA: 79202.16 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1317.55 Muz1 : 73.20 Muy1 : 31.81

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 245

============================================================================

C O L U M N N O. 319 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 26 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 694.60 Sq.mm.


REQD. CONCRETE AREA: 79305.40 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1286.82 Muz1 : 64.13 Muy1 : 28.23

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 320 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 30 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 557.96 Sq.mm.


REQD. CONCRETE AREA: 79442.04 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

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SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1246.13 Muz1 : 43.65 Muy1 : 19.89

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 321 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 30 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 386.61 Sq.mm.


REQD. CONCRETE AREA: 79613.38 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1195.11 Muz1 : 30.35 Muy1 : 14.45

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 322 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 SHORT(Z) /BRACED LONG(Y)

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 247

REQD. STEEL AREA : 208.26 Sq.mm.


REQD. CONCRETE AREA: 79791.73 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1142.01 Muz1 : 19.37 Muy1 : 9.71

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 323 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 324 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 2328.45 Sq.mm.


REQD. CONCRETE AREA: 77671.55 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14%, 2513.27 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1773.30 Muz1 : 131.61 Muy1 : 48.85

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 248

============================================================================

C O L U M N N O. 325 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1951.85 Sq.mm.


REQD. CONCRETE AREA: 78048.15 Sq.mm.
MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45%, 1963.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1661.16 Muz1 : 123.24 Muy1 : 47.36

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 326 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1794.67 Sq.mm.


REQD. CONCRETE AREA: 78205.34 Sq.mm.
MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45%, 1963.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 249

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1614.36 Muz1 : 117.51 Muy1 : 46.16

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 327 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1504.11 Sq.mm.


REQD. CONCRETE AREA: 78495.89 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1527.85 Muz1 : 101.88 Muy1 : 40.99

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 328 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 250

REQD. STEEL AREA : 1223.54 Sq.mm.


REQD. CONCRETE AREA: 78776.46 Sq.mm.
MAIN REINFORCEMENT : Provide 4 - 20 dia. (1.57%, 1256.64 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1444.31 Muz1 : 82.16 Muy1 : 34.01

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 329 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 872.94 Sq.mm.


REQD. CONCRETE AREA: 79127.05 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1339.92 Muz1 : 55.50 Muy1 : 24.22

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 330 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 251

============================================================================

C O L U M N N O. 331 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 332 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 333 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 334 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 252

============================================================================

C O L U M N N O. 335 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 336 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1461.16 Sq.mm.


REQD. CONCRETE AREA: 78538.84 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1515.06 Muz1 : 86.29 Muy1 : 34.97

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 337 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 253

============================================================================

C O L U M N N O. 338 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 339 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 340 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 341 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 254

============================================================================

C O L U M N N O. 342 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1364.76 Sq.mm.


REQD. CONCRETE AREA: 78635.24 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1486.36 Muz1 : 92.91 Muy1 : 37.99

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 343 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 20 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 591.64 Sq.mm.


REQD. CONCRETE AREA: 79408.36 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 255

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1256.16 Muz1 : 43.78 Muy1 : 19.89

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 344 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 345 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 346 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 347 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 256

============================================================================

C O L U M N N O. 348 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 2337.39 Sq.mm.


REQD. CONCRETE AREA: 77662.61 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14%, 2513.27 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1775.96 Muz1 : 136.63 Muy1 : 51.77

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 349 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1372.58 Sq.mm.


REQD. CONCRETE AREA: 78627.41 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 257

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1488.69 Muz1 : 90.66 Muy1 : 37.07

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 350 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 20 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 511.91 Sq.mm.


REQD. CONCRETE AREA: 79488.09 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1232.42 Muz1 : 37.48 Muy1 : 17.35

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 351 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 258

============================================================================

C O L U M N N O. 352 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 353 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 354 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 355 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 259

REQD. STEEL AREA : 3899.47 Sq.mm.


REQD. CONCRETE AREA: 121100.52 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 25 dia. (3.14%, 3926.99 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 250 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2848.57 Muz1 : 285.39 Muy1 : 115.42

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 356 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 2622.82 Sq.mm.


REQD. CONCRETE AREA: 122377.18 Sq.mm.
MAIN REINFORCEMENT : Provide 12 - 20 dia. (3.02%, 3769.91 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 250 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2468.44 Muz1 : 208.62 Muy1 : 87.76

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 260

============================================================================

C O L U M N N O. 357 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 20 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1423.88 Sq.mm.


REQD. CONCRETE AREA: 123576.12 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (1.29%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 250 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2111.46 Muz1 : 121.88 Muy1 : 53.71

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 358 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 359 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 261

============================================================================

C O L U M N N O. 360 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 361 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 362 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 2186.76 Sq.mm.


REQD. CONCRETE AREA: 77813.24 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14%, 2513.27 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1731.11 Muz1 : 130.50 Muy1 : 50.01

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

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STAAD SPACE -- PAGE NO. 262

============================================================================

C O L U M N N O. 363 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1465.43 Sq.mm.


REQD. CONCRETE AREA: 78534.57 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1516.33 Muz1 : 94.88 Muy1 : 38.48

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 364 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 720.38 Sq.mm.


REQD. CONCRETE AREA: 79279.62 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 263

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1294.49 Muz1 : 48.90 Muy1 : 21.79

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 365 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 366 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 367 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 368 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 264

============================================================================

C O L U M N N O. 369 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 3492.24 Sq.mm.


REQD. CONCRETE AREA: 121507.76 Sq.mm.
MAIN REINFORCEMENT : Provide 12 - 20 dia. (3.02%, 3769.91 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 250 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2727.31 Muz1 : 265.59 Muy1 : 108.65

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 370 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 2602.57 Sq.mm.


REQD. CONCRETE AREA: 122397.43 Sq.mm.
MAIN REINFORCEMENT : Provide 12 - 20 dia. (3.02%, 3769.91 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 250 mm c/c

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 265

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2462.42 Muz1 : 207.42 Muy1 : 87.30

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 371 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1218.56 Sq.mm.


REQD. CONCRETE AREA: 123781.45 Sq.mm.
MAIN REINFORCEMENT : Provide 12 - 12 dia. (1.09%, 1357.17 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2050.32 Muz1 : 105.82 Muy1 : 47.22

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 372 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 266

============================================================================

C O L U M N N O. 373 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 374 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 375 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 376 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 267

============================================================================

C O L U M N N O. 377 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 378 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 19 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1461.69 Sq.mm.


REQD. CONCRETE AREA: 78538.31 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1515.22 Muz1 : 87.79 Muy1 : 35.53

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 379 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 268

============================================================================

C O L U M N N O. 380 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 381 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 382 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 383 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 269

============================================================================

C O L U M N N O. 384 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 19 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1514.08 Sq.mm.


REQD. CONCRETE AREA: 78485.92 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1530.82 Muz1 : 102.72 Muy1 : 41.29

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 385 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 19 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 946.37 Sq.mm.


REQD. CONCRETE AREA: 79053.62 Sq.mm.
MAIN REINFORCEMENT : Provide 4 - 20 dia. (1.57%, 1256.64 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 270

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1361.78 Muz1 : 64.87 Muy1 : 27.80

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 386 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 387 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 26 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 2212.20 Sq.mm.


REQD. CONCRETE AREA: 77787.80 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14%, 2513.27 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1738.68 Muz1 : 126.74 Muy1 : 47.53

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 271

============================================================================

C O L U M N N O. 388 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 26 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1907.41 Sq.mm.


REQD. CONCRETE AREA: 78092.59 Sq.mm.
MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45%, 1963.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1647.93 Muz1 : 120.59 Muy1 : 46.21

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 389 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 26 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1641.23 Sq.mm.


REQD. CONCRETE AREA: 78358.77 Sq.mm.
MAIN REINFORCEMENT : Provide 4 - 25 dia. (2.45%, 1963.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 272

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1568.67 Muz1 : 112.53 Muy1 : 44.60

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 390 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 26 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1277.19 Sq.mm.


REQD. CONCRETE AREA: 78722.80 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (2.01%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1460.28 Muz1 : 96.28 Muy1 : 39.70

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 391 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 26 SHORT(Z) /BRACED LONG(Y)

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 273

REQD. STEEL AREA : 759.91 Sq.mm.


REQD. CONCRETE AREA: 79240.09 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1306.26 Muz1 : 67.27 Muy1 : 29.36

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 392 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 26 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 342.43 Sq.mm.


REQD. CONCRETE AREA: 79657.57 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1181.96 Muz1 : 32.28 Muy1 : 15.33

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 393 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 274

============================================================================

C O L U M N N O. 394 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 395 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 396 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 397 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 275

============================================================================

C O L U M N N O. 398 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 2267.57 Sq.mm.


REQD. CONCRETE AREA: 77732.43 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14%, 2513.27 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1755.17 Muz1 : 129.65 Muy1 : 49.27

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 399 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1136.99 Sq.mm.


REQD. CONCRETE AREA: 78863.01 Sq.mm.
MAIN REINFORCEMENT : Provide 4 - 20 dia. (1.57%, 1256.64 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 276

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1418.54 Muz1 : 70.75 Muy1 : 29.73

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 400 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 401 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 52 SHORT COLUMN

REQD. STEEL AREA : 3189.22 Sq.mm.


REQD. CONCRETE AREA: 176810.78 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79%, 3216.99 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 255 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3379.59 Muz1 : 346.09 Muy1 : 152.52

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 52 Puz : 3387.86 Muz : 347.94 Muy : 152.81 IR: 1.00

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STAAD SPACE -- PAGE NO. 277

============================================================================

============================================================================

C O L U M N N O. 402 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 104 SHORT COLUMN

REQD. STEEL AREA : 2692.22 Sq.mm.


REQD. CONCRETE AREA: 177307.78 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79%, 3216.99 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 255 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3231.61 Muz1 : 302.60 Muy1 : 134.81

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 104 Puz : 3387.86 Muz : 340.70 Muy : 149.11 IR: 0.90
============================================================================

============================================================================

C O L U M N N O. 403 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 130 SHORT COLUMN

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STAAD SPACE -- PAGE NO. 278

REQD. STEEL AREA : 2759.92 Sq.mm.


REQD. CONCRETE AREA: 177240.08 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79%, 3216.99 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 255 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3251.76 Muz1 : 298.63 Muy1 : 132.59

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 130 Puz : 3387.86 Muz : 332.72 Muy : 145.71 IR: 0.91
============================================================================

============================================================================

C O L U M N N O. 404 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 156 SHORT COLUMN

REQD. STEEL AREA : 2610.93 Sq.mm.


REQD. CONCRETE AREA: 177389.08 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79%, 3216.99 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 255 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3207.40 Muz1 : 277.98 Muy1 : 123.26

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 156 Puz : 3387.86 Muz : 322.86 Muy : 141.25 IR: 0.87

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STAAD SPACE -- PAGE NO. 279

============================================================================

============================================================================

C O L U M N N O. 405 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 182 SHORT COLUMN

REQD. STEEL AREA : 2123.60 Sq.mm.


REQD. CONCRETE AREA: 177876.41 Sq.mm.
MAIN REINFORCEMENT : Provide 20 - 12 dia. (1.26%, 2261.95 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3062.30 Muz1 : 227.32 Muy1 : 101.88

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 182 Puz : 3103.49 Muz : 238.19 Muy : 106.35 IR: 0.96
============================================================================

============================================================================

C O L U M N N O. 406 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 END JOINT: 208 SHORT COLUMN

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STAAD SPACE -- PAGE NO. 280

REQD. STEEL AREA : 1450.82 Sq.mm.


REQD. CONCRETE AREA: 178549.19 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (0.89%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 255 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2861.98 Muz1 : 167.98 Muy1 : 76.85

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 28
END JOINT: 208 Puz : 2908.93 Muz : 184.47 Muy : 82.69 IR: 0.92
============================================================================

============================================================================

C O L U M N N O. 407 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 408 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 409 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit

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STAAD SPACE -- PAGE NO. 281

============================================================================

============================================================================

C O L U M N N O. 410 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 411 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 3379.10 Sq.mm.


REQD. CONCRETE AREA: 121620.90 Sq.mm.
MAIN REINFORCEMENT : Provide 12 - 20 dia. (3.02%, 3769.91 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 250 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2693.63 Muz1 : 262.99 Muy1 : 107.96

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

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STAAD SPACE -- PAGE NO. 282

============================================================================

C O L U M N N O. 412 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 2431.17 Sq.mm.


REQD. CONCRETE AREA: 122568.83 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 20 dia. (2.01%, 2513.27 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 250 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2411.38 Muz1 : 201.86 Muy1 : 85.67

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 413 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 1392.00 Sq.mm.


REQD. CONCRETE AREA: 123608.00 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 16 dia. (1.29%, 1608.50 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 250 mm c/c

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STAAD SPACE -- PAGE NO. 283

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2101.97 Muz1 : 118.84 Muy1 : 52.46

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 414 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 415 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 END JOINT: 49 SHORT COLUMN

REQD. STEEL AREA : 3865.88 Sq.mm.


REQD. CONCRETE AREA: 176134.12 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 25 dia. (2.18%, 3926.99 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 300 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3581.06 Muz1 : 385.10 Muy1 : 164.94

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 28
END JOINT: 49 Puz : 3599.26 Muz : 395.73 Muy : 166.02 IR: 0.98

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 284

============================================================================

============================================================================

C O L U M N N O. 416 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 31 END JOINT: 101 SHORT COLUMN

REQD. STEEL AREA : 2652.49 Sq.mm.


REQD. CONCRETE AREA: 177347.52 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79%, 3216.99 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 255 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3219.78 Muz1 : 316.08 Muy1 : 141.00

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 31
END JOINT: 101 Puz : 3387.86 Muz : 353.51 Muy : 155.47 IR: 0.90
============================================================================

============================================================================

C O L U M N N O. 417 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 31 END JOINT: 127 SHORT COLUMN

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 285

REQD. STEEL AREA : 2806.57 Sq.mm.


REQD. CONCRETE AREA: 177193.44 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79%, 3216.99 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 255 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3265.66 Muz1 : 315.80 Muy1 : 140.43

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 31
END JOINT: 127 Puz : 3387.86 Muz : 344.71 Muy : 151.19 IR: 0.92
============================================================================

============================================================================

C O L U M N N O. 418 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 31 END JOINT: 153 SHORT COLUMN

REQD. STEEL AREA : 2691.72 Sq.mm.


REQD. CONCRETE AREA: 177308.28 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79%, 3216.99 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 255 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3231.46 Muz1 : 294.53 Muy1 : 130.99

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 31
END JOINT: 153 Puz : 3387.86 Muz : 333.49 Muy : 146.00 IR: 0.90

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 286

============================================================================

============================================================================

C O L U M N N O. 419 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 31 END JOINT: 179 SHORT COLUMN

REQD. STEEL AREA : 2155.83 Sq.mm.


REQD. CONCRETE AREA: 177844.17 Sq.mm.
MAIN REINFORCEMENT : Provide 20 - 12 dia. (1.26%, 2261.95 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3071.90 Muz1 : 237.87 Muy1 : 106.66

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 31
END JOINT: 179 Puz : 3103.49 Muz : 246.05 Muy : 110.05 IR: 0.97
============================================================================

============================================================================

C O L U M N N O. 420 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 19 END JOINT: 205 SHORT COLUMN

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 287

REQD. STEEL AREA : 1755.32 Sq.mm.


REQD. CONCRETE AREA: 178244.69 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 12 dia. (1.01%, 1809.56 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2952.65 Muz1 : 201.19 Muy1 : 91.20

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 19
END JOINT: 205 Puz : 2968.80 Muz : 205.98 Muy : 92.91 IR: 0.98
============================================================================

============================================================================

C O L U M N N O. 421 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 422 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 423 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 288

============================================================================

============================================================================

C O L U M N N O. 424 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 425 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 426 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 2182.27 Sq.mm.


REQD. CONCRETE AREA: 77817.73 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 20 dia. (3.14%, 2513.27 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 200 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1729.77 Muz1 : 126.90 Muy1 : 48.50

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 289

============================================================================

C O L U M N N O. 427 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 SHORT(Z) /BRACED LONG(Y)

REQD. STEEL AREA : 770.10 Sq.mm.


REQD. CONCRETE AREA: 79229.90 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1309.30 Muz1 : 54.76 Muy1 : 24.09

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

============================================================================

============================================================================

C O L U M N N O. 428 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 290

============================================================================

C O L U M N N O. 429 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 END JOINT: 46 SHORT COLUMN

REQD. STEEL AREA : 4130.07 Sq.mm.


REQD. CONCRETE AREA: 175869.94 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 20 dia. (2.79%, 5026.55 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 300 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3659.73 Muz1 : 397.35 Muy1 : 169.38

INTERACTION RATIO: 0.99 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 46 Puz : 3926.66 Muz : 479.43 Muy : 202.30 IR: 0.88
============================================================================

============================================================================

C O L U M N N O. 430 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 98 SHORT COLUMN

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 291

REQD. STEEL AREA : 3197.87 Sq.mm.


REQD. CONCRETE AREA: 176802.12 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79%, 3216.99 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 255 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3382.17 Muz1 : 353.13 Muy1 : 155.36

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 98 Puz : 3387.86 Muz : 353.81 Muy : 155.60 IR: 1.00
============================================================================

============================================================================

C O L U M N N O. 431 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 124 SHORT COLUMN

REQD. STEEL AREA : 3328.08 Sq.mm.


REQD. CONCRETE AREA: 176671.92 Sq.mm.
MAIN REINFORCEMENT : Provide 12 - 20 dia. (2.09%, 3769.91 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 300 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3420.94 Muz1 : 350.64 Muy1 : 154.11

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 124 Puz : 3552.49 Muz : 383.36 Muy : 165.71 IR: 0.92

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 292

============================================================================

============================================================================

C O L U M N N O. 432 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 150 SHORT COLUMN

REQD. STEEL AREA : 3144.37 Sq.mm.


REQD. CONCRETE AREA: 176855.62 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79%, 3216.99 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 255 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3366.24 Muz1 : 323.98 Muy1 : 142.62

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 150 Puz : 3387.86 Muz : 330.62 Muy : 144.88 IR: 0.98
============================================================================

============================================================================

C O L U M N N O. 433 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 176 SHORT COLUMN

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 293

REQD. STEEL AREA : 2511.20 Sq.mm.


REQD. CONCRETE AREA: 177488.80 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 20 dia. (1.40%, 2513.27 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 300 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3177.71 Muz1 : 260.37 Muy1 : 115.65

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 176 Puz : 3178.33 Muz : 270.34 Muy : 117.44 IR: 0.98
============================================================================

============================================================================

C O L U M N N O. 434 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 END JOINT: 202 SHORT COLUMN

REQD. STEEL AREA : 1770.46 Sq.mm.


REQD. CONCRETE AREA: 178229.55 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 12 dia. (1.01%, 1809.56 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2957.15 Muz1 : 189.58 Muy1 : 85.70

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 28
END JOINT: 202 Puz : 2968.80 Muz : 193.95 Muy : 87.15 IR: 0.98

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 294

============================================================================

============================================================================

C O L U M N N O. 435 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** SECTION IS NOT ADEQUATE


Reinforcement % exceeds maximum limit
============================================================================

============================================================================

C O L U M N N O. 436 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 50 SHORT COLUMN

REQD. STEEL AREA : 5116.69 Sq.mm.


REQD. CONCRETE AREA: 174883.31 Sq.mm.
MAIN REINFORCEMENT : Provide 12 - 25 dia. (3.27%, 5890.49 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 300 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3953.49 Muz1 : 472.07 Muy1 : 200.31

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 50 Puz : 4183.89 Muz : 525.87 Muy : 217.95 IR: 0.92
============================================================================

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 295

============================================================================

C O L U M N N O. 437 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 102 SHORT COLUMN

REQD. STEEL AREA : 4402.43 Sq.mm.


REQD. CONCRETE AREA: 175597.58 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 20 dia. (2.79%, 5026.55 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 300 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3740.82 Muz1 : 420.28 Muy1 : 180.82

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 102 Puz : 3926.66 Muz : 461.21 Muy : 195.73 IR: 0.92
============================================================================

============================================================================

C O L U M N N O. 438 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 128 SHORT COLUMN

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 296

REQD. STEEL AREA : 4196.61 Sq.mm.


REQD. CONCRETE AREA: 175803.39 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 20 dia. (2.79%, 5026.55 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 300 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3679.54 Muz1 : 401.53 Muy1 : 173.43

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 128 Puz : 3926.66 Muz : 457.57 Muy : 194.00 IR: 0.89
============================================================================

============================================================================

C O L U M N N O. 439 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 154 SHORT COLUMN

REQD. STEEL AREA : 3625.23 Sq.mm.


REQD. CONCRETE AREA: 176374.77 Sq.mm.
MAIN REINFORCEMENT : Provide 12 - 20 dia. (2.09%, 3769.91 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 300 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3509.41 Muz1 : 354.87 Muy1 : 154.69

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 154 Puz : 3552.49 Muz : 367.19 Muy : 158.22 IR: 0.98

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 297

============================================================================

============================================================================

C O L U M N N O. 440 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 180 SHORT COLUMN

REQD. STEEL AREA : 2653.09 Sq.mm.


REQD. CONCRETE AREA: 177346.91 Sq.mm.
MAIN REINFORCEMENT : Provide 16 - 16 dia. (1.79%, 3216.99 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 255 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 3219.96 Muz1 : 274.23 Muy1 : 121.43

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 180 Puz : 3387.86 Muz : 316.30 Muy : 138.09 IR: 0.88
============================================================================

============================================================================

C O L U M N N O. 441 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 3300.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 32 END JOINT: 206 SHORT COLUMN

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 298

REQD. STEEL AREA : 1102.59 Sq.mm.


REQD. CONCRETE AREA: 137824.36 Sq.mm.
MAIN REINFORCEMENT : Provide 12 - 12 dia. (0.75%, 1357.17 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2758.30 Muz1 : 131.53 Muy1 : 61.11

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 32
END JOINT: 206 Puz : 2834.10 Muz : 154.29 Muy : 70.46 IR: 0.86
============================================================================

============================================================================

C O L U M N N O. 442 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2400.0 mm CROSS SECTION: 250.0 mm X 500.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 END JOINT: 211 SHORT COLUMN

REQD. STEEL AREA : 383.33 Sq.mm.


REQD. CONCRETE AREA: 47916.84 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.72%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1801.64 Muz1 : 37.13 Muy1 : 18.38

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 28
END JOINT: 211 Puz : 1956.90 Muz : 75.39 Muy : 34.50 IR: 0.53

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 299

============================================================================

============================================================================

C O L U M N N O. 443 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2400.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 28 END JOINT: 212 SHORT COLUMN

REQD. STEEL AREA : 675.82 Sq.mm.


REQD. CONCRETE AREA: 84477.63 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.50%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2631.23 Muz1 : 77.77 Muy1 : 37.50

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 28
END JOINT: 212 Puz : 2699.40 Muz : 98.44 Muy : 46.38 IR: 0.80
============================================================================

============================================================================

C O L U M N N O. 444 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2400.0 mm CROSS SECTION: 200.0 mm X 400.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 END JOINT: 210 SHORT COLUMN

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 300

REQD. STEEL AREA : 362.04 Sq.mm.


REQD. CONCRETE AREA: 79637.96 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (1.13%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 1187.80 Muz1 : 27.20 Muy1 : 13.13

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 27
END JOINT: 210 Puz : 1349.40 Muz : 56.92 Muy : 24.52 IR: 0.53
============================================================================

============================================================================

C O L U M N N O. 445 D E S I G N R E S U L T S

M30 Fe415 (Main) Fe415 (Sec.)

LENGTH: 2400.0 mm CROSS SECTION: 300.0 mm X 600.0 mm COVER: 40.0 mm

** GUIDING LOAD CASE: 27 END JOINT: 209 TENSION COLUMN

REQD. STEEL AREA : 659.98 Sq.mm.


REQD. CONCRETE AREA: 82498.05 Sq.mm.
MAIN REINFORCEMENT : Provide 8 - 12 dia. (0.50%, 904.78 Sq.mm.)
(Equally distributed)
TIE REINFORCEMENT : Provide 8 mm dia. rectangular ties @ 190 mm c/c

SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET)


----------------------------------------------------------
Puz : 2626.51 Muz1 : 75.84 Muy1 : 36.63

INTERACTION RATIO: 1.00 (as per Cl. 39.6, IS456:2000)

SECTION CAPACITY BASED ON REINFORCEMENT PROVIDED (KNS-MET)


----------------------------------------------------------
WORST LOAD CASE: 27
END JOINT: 209 Puz : 2699.40 Muz : 97.96 Muy : 46.17 IR: 0.79

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 301

============================================================================

********************END OF COLUMN DESIGN RESULTS********************

280. FC 25000 ALL


281. END CONCRETE DESIGN
282. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= APR 19,2010 TIME= 14:11:57 ****

************************************************************
* For questions on STAAD.Pro, please contact *
* Research Engineers Offices at the following locations *
* *
* Telephone Email *
* USA: +1 (714)974-2500 support@reiusa.com *
* CANADA +1 (905)632-4771 detech@odandetech.com *
* CANADA +1 (604)629 6087 staad@dowco.com *
* UK +44(1454)207-000 support@reel.co.uk *
* FRANCE +33(0)1 64551084 support@reel.co.uk *
* GERMANY +49/931/40468-71 info@reig.de *
* NORWAY +47 67 57 21 30 staad@edr.no *
* SINGAPORE +65 6225-6015/16 support@reiasia.net *
* INDIA +91(033)2357-3575 support@calcutta.reiusa.com *
* JAPAN +81(03)5952-6500 eng-eye@crc.co.jp *
* CHINA +86(411)363-1983 support@reiasia.net *
* THAILAND +66(0)2645-1018/19 support@thai.reiusa.com *
* *
* North America support@reiusa.com *
* Europe support@reel.co.uk *
* Asia support@reiasia.net *
************************************************************

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Monday, April 19, 2010, 02:13 PM
STAAD SPACE -- PAGE NO. 302

Information about the key files in the current distribution

Modification Date CRC Size (Bytes) File Name


-----------------------------------------------------------------------------------------
07/18/2006 0x3881 13000704 SProStaad.exe
07/18/2006 0x100 05738496 SProStaadStl.exe
09/19/2003 0x2fc0 00081970 CMesh.dll
05/31/2006 0x3c0 02486272 dbSectionInterface.dll
01/24/2001 0x9b40 00073728 LoadGen.dll
09/25/2003 0x6340 00704512 MeshEngine.dll
09/22/2003 0xce00 00069632 QuadPlateEngine.dll
12/23/2005 0x4181 00094208 SurfMesh.dll
01/03/2006 0x81c1 00493568 aiscsections.mdb
06/13/2006 0xd4c1 01204224 AISCSectionsRCeco.mdb
01/05/2005 0x79c1 00319488 aiscsections_all_editions.mdb
01/05/2005 0x4b81 01810432 aiscsteeljoists.mdb
01/05/2005 0xcac1 03651584 aitctimbersections.mdb
01/27/2005 0xeb01 00552960 aluminumsections.mdb
01/05/2005 0xcd01 00163840 australiansections.mdb
01/05/2005 0x6a41 00229376 britishsections.mdb
07/08/2005 0x9d41 00434176 bscoldformedsections.mdb
06/28/2005 0x8201 00327680 butlercoldformedsections.mdb
01/05/2005 0xabc0 00262144 canadiansections.mdb
05/31/2005 0x9e81 00450560 canadiantimbersections.mdb
06/09/2006 0x1f81 00774144 ChineseSections.mdb
01/05/2005 0xd6c0 00600064 dutchsections.mdb
01/05/2005 0x1a00 00354304 europeansections.mdb
01/05/2005 0xd301 00202752 frenchsections.mdb
01/05/2005 0x11c1 00233472 germansections.mdb
01/05/2005 0x3c40 00264192 indiansections.mdb
01/05/2005 0xd540 00180224 iscoldformedsections.mdb
03/23/2006 0xa080 00200704 japanesesections.mdb
11/09/2005 0x9081 00376832 Kingspancoldformedsections.mdb
01/05/2005 0xb740 00174080 koreansections.mdb
02/03/2005 0xda00 00096256 lysaghtcoldformedsections.mdb
02/07/2005 0x9a00 00243712 mexicansteeltables.mdb
06/13/2006 0x3501 00421888 RCecoColdFormedSections.mdb
02/03/2005 0x9b40 00307200 russiansections.mdb
01/05/2005 0x9081 00206848 southafricansections.mdb
01/06/2005 0x9341 00194560 spanishsections.mdb
01/04/2006 0x8680 00223232 uscoldformedsections.mdb
01/05/2005 0xbac0 00149504 usersectionstemplate.mdb
01/20/2006 0x8e40 00159744 venezuelansections.mdb
-----------------------------------------------------------------------------------------

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