Agartala STAAD-1
Agartala STAAD-1
Agartala STAAD-1
PAGE NO. 1
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* *
* STAAD.Pro *
* Version 2006 Bld 1002.US *
* Proprietary Program of *
* Research Engineers, Intl. *
* Date= APR 19, 2010 *
* Time= 14:11:12 *
* *
* USER ID: xyz *
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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
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
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
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
P R O B L E M S T A T I S T I C S
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* *
* 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 *
* *
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* *
* 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 *
* *
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* *
* 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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* *
* 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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B E A M N O. 1 D E S I G N R E S U L T S
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B E A M N O. 2 D E S I G N R E S U L T S
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B E A M N O. 3 D E S I G N R E S U L T S
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B E A M N O. 4 D E S I G N R E S U L T S
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B E A M N O. 5 D E S I G N R E S U L T S
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B E A M N O. 6 D E S I G N R E S U L T S
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B E A M N O. 7 D E S I G N R E S U L T S
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B E A M N O. 8 D E S I G N R E S U L T S
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B E A M N O. 9 D E S I G N R E S U L T S
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B E A M N O. 10 D E S I G N R E S U L T S
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B E A M N O. 11 D E S I G N R E S U L T S
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B E A M N O. 12 D E S I G N R E S U L T S
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B E A M N O. 13 D E S I G N R E S U L T S
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B E A M N O. 14 D E S I G N R E S U L T S
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B E A M N O. 15 D E S I G N R E S U L T S
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B E A M N O. 16 D E S I G N R E S U L T S
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B E A M N O. 17 D E S I G N R E S U L T S
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B E A M N O. 18 D E S I G N R E S U L T S
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B E A M N O. 19 D E S I G N R E S U L T S
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B E A M N O. 20 D E S I G N R E S U L T S
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B E A M N O. 21 D E S I G N R E S U L T S
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B E A M N O. 22 D E S I G N R E S U L T S
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B E A M N O. 23 D E S I G N R E S U L T S
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B E A M N O. 24 D E S I G N R E S U L T S
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B E A M N O. 25 D E S I G N R E S U L T S
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B E A M N O. 26 D E S I G N R E S U L T S
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B E A M N O. 27 D E S I G N R E S U L T S
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B E A M N O. 28 D E S I G N R E S U L T S
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B E A M N O. 29 D E S I G N R E S U L T S
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B E A M N O. 30 D E S I G N R E S U L T S
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B E A M N O. 31 D E S I G N R E S U L T S
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B E A M N O. 32 D E S I G N R E S U L T S
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B E A M N O. 33 D E S I G N R E S U L T S
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B E A M N O. 34 D E S I G N R E S U L T S
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B E A M N O. 35 D E S I G N R E S U L T S
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B E A M N O. 36 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 37 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 38 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 39 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 40 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 41 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 42 D E S I G N R E S U L T S
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B E A M N O. 43 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 44 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 45 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 46 D E S I G N R E S U L T S
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B E A M N O. 47 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 48 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 49 D E S I G N R E S U L T 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
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 50 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 51 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 52 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 53 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 54 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 55 D E S I G N R E S U L T S
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B E A M N O. 56 D E S I G N R E S U L T S
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B E A M N O. 57 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 58 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 59 D E S I G N R E S U L T 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
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SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 60 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 61 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 62 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 63 D E S I G N R E S U L T S
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B E A M N O. 64 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 65 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
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B E A M N O. 66 D E S I G N R E S U L T 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
============================================================================
============================================================================
B E A M N O. 67 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 68 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 69 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 70 D E S I G N R E S U L T S
============================================================================
B E A M N O. 71 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 72 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 73 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 74 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 75 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 76 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 77 D E S I G N R E S U L T S
============================================================================
B E A M N O. 78 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 79 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 80 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 81 D E S I G N R E S U L T S
============================================================================
B E A M N O. 82 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 83 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 84 D E S I G N R E S U L T 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
============================================================================
============================================================================
B E A M N O. 85 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 86 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 87 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 88 D E S I G N R E S U L T S
============================================================================
B E A M N O. 89 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 90 D E S I G N R E S U L T S
============================================================================
B E A M N O. 91 D E S I G N R E S U L T S
============================================================================
B E A M N O. 92 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 93 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 94 D E S I G N R E S U L T 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
============================================================================
============================================================================
B E A M N O. 95 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 96 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 97 D E S I G N R E S U L T 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
============================================================================
============================================================================
B E A M N O. 98 D E S I G N R E S U L T S
============================================================================
B E A M N O. 99 D E S I G N R E S U L T S
============================================================================
B E A M N O. 100 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 101 D E S I G N R E S U L T 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
============================================================================
============================================================================
B E A M N O. 102 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 103 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 104 D E S I G N R E S U L T S
============================================================================
B E A M N O. 105 D E S I G N R E S U L T S
============================================================================
B E A M N O. 106 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 107 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 108 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 109 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 110 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 111 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 112 D E S I G N R E S U L T S
============================================================================
B E A M N O. 113 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 114 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 115 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 116 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 117 D E S I G N R E S U L T S
============================================================================
B E A M N O. 118 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
*** 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
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
============================================================================
============================================================================
B E A M N O. 120 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 121 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 122 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 123 D E S I G N R E S U L T S
============================================================================
B E A M N O. 124 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 125 D E S I G N R E S U L T S
============================================================================
B E A M N O. 126 D E S I G N R E S U L T S
============================================================================
B E A M N O. 127 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 128 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 129 D E S I G N R E S U L T 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
============================================================================
============================================================================
B E A M N O. 130 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 131 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 132 D E S I G N R E S U L T 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
============================================================================
============================================================================
B E A M N O. 133 D E S I G N R E S U L T S
============================================================================
B E A M N O. 134 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 135 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 136 D E S I G N R E S U L T 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
============================================================================
============================================================================
B E A M N O. 137 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 138 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 139 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 140 D E S I G N R E S U L T S
============================================================================
B E A M N O. 141 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 142 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 143 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 144 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 145 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 146 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 147 D E S I G N R E S U L T S
============================================================================
B E A M N O. 148 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 149 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 150 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 151 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 152 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 153 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
*** 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
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
============================================================================
============================================================================
B E A M N O. 155 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 156 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 157 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 158 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 159 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 160 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 161 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 162 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 163 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 164 D E S I G N R E S U L T 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
============================================================================
============================================================================
B E A M N O. 165 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 166 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 167 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 168 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 169 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 170 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 171 D E S I G N R E S U L T 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
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 172 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 173 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 174 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 175 D E S I G N R E S U L T S
============================================================================
B E A M N O. 176 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 177 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 178 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 179 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 180 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 181 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
*** 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
============================================================================
B E A M N O. 183 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 184 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 185 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 186 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 187 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 188 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
*** 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 ***
============================================================================
B E A M N O. 189 D E S I G N R E S U L T 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
============================================================================
============================================================================
B E A M N O. 190 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 191 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 192 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 193 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 194 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 195 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 196 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 197 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 198 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 199 D E S I G N R E S U L T 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
============================================================================
============================================================================
B E A M N O. 200 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 201 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 202 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 203 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 204 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 205 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 206 D E S I G N R E S U L T 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
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 207 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 208 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 209 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 210 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 211 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 212 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 213 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 214 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 215 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 216 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
*** 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
============================================================================
B E A M N O. 218 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 219 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 220 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 221 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 222 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 223 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
*** 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
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
============================================================================
============================================================================
B E A M N O. 225 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 226 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 227 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 228 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 229 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 230 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 231 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 232 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 233 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 234 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 235 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 236 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 237 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 238 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 239 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 240 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 241 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 242 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 243 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 244 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 245 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 246 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 247 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 248 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 249 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 250 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 251 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
*** 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
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
============================================================================
============================================================================
B E A M N O. 253 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 254 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 255 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 256 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 257 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 258 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
*** 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
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 260 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 261 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 262 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 263 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 264 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 265 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 266 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 267 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 268 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 269 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 270 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 271 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 272 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 273 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 274 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 275 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 276 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 277 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 278 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 279 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 280 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 446 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 447 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 448 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
B E A M N O. 449 D E S I G N R E S U L T S
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
============================================================================
============================================================================
C O L U M N N O. 281 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 282 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 283 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 284 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 285 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 286 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 287 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 288 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 289 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 290 D E S I G N R E S U L T S
============================================================================
============================================================================
C O L U M N N O. 291 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 292 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 293 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 294 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 295 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 296 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 297 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 298 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 299 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 300 D E S I G N R E S U L T S
============================================================================
============================================================================
C O L U M N N O. 301 D E S I G N R E S U L T S
============================================================================
============================================================================
C O L U M N N O. 302 D E S I G N R E S U L T S
============================================================================
============================================================================
C O L U M N N O. 303 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 304 D E S I G N R E S U L T S
============================================================================
============================================================================
C O L U M N N O. 305 D E S I G N R E S U L T S
============================================================================
============================================================================
C O L U M N N O. 306 D E S I G N R E S U L T S
============================================================================
============================================================================
C O L U M N N O. 307 D E S I G N R E S U L T S
============================================================================
============================================================================
C O L U M N N O. 308 D E S I G N R E S U L T S
============================================================================
============================================================================
C O L U M N N O. 309 D E S I G N R E S U L T S
============================================================================
============================================================================
C O L U M N N O. 310 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 311 D E S I G N R E S U L T S
============================================================================
============================================================================
C O L U M N N O. 312 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 313 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 314 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 315 D E S I G N R E S U L T S
============================================================================
============================================================================
C O L U M N N O. 316 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 317 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 318 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 319 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 320 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 321 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 322 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 323 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 324 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 325 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 326 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 327 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 328 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 329 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 330 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 331 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 332 D E S I G N R E S U L T S
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C O L U M N N O. 333 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 334 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 335 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 336 D E S I G N R E S U L T S
============================================================================
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C O L U M N N O. 337 D E S I G N R E S U L T S
============================================================================
C O L U M N N O. 338 D E S I G N R E S U L T S
============================================================================
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