KINGDOM OF SAUDI ARABIA

KHURSANIYA NORTHERN AREA PROJECT

STRUCTURAL
DESIGN CALCULATIONS
SPOOL FABRICATION SHOP

STRUCTURAL
KHURSANIYA NORTHERN AREA PROJECT DESIGN CALCULATIONS SPOOL FABRICATION SHOP
SPOOL FABRICATION SHOP

RICHARD B. SY
STRUCTURAL ENGINEER
Azmeel Steel Mobilization Dept.
Project: KHURSANIYA NORTHERN AREA PROJECT
Subject: SPOOL FABRICATION SHOP

1. INTRODUCTION
This report presents the structure steel design calculations for – SPOOL FABRICATION
SHOP – IN KHURSANIYA NORTHEN AREA
2. MATERIALS
Structural Steel
All structural steel design, fabrication and erection shall be performed in accordance with the
requirements of AISC Manual of Steel Construction and Specifications.
 Structural Steel:
Shall conform to ASTM 992. Minimum yield strength shall be 345Mpa (50 Ksi)
 High Strength Bolts:
Shall conform to ASTM A325, TYP 1, Nuts shall conform to ASTM A563
, Grade DH.
3. DESIGN CODES AND STANDARDS
Structural design and material selection conform to the requirements of the latest Design
Codes and Standards and also conform to site-specific Geotechnical Engineering Reports.
Metric versions of Codes and Standards where published have been used, Specifically,
structural design is an accordance with the following:
Codes
 SEI/ASCE 7-05 STRUCTURAL ENGINEERING INSTITUTE /
AMERICAN SOCIETY OF CIVIL ENGINEERS: MINIMUN DESIGN LOADS
FOR BUILDING AND OTHER STRUCTURES.
 IBC-2009 INTERNATIONAL BUILDING CODE
 ACI 318-08 AMERICAN CONCRETE INSTITUTE: BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY
 AISC 2005 STEEL CONSTRUCTION MANUAL, 3RD EDITION
(LRFD), 9TH EDITION (ASD), AND 13TH EDITION (LRFD AND ASD)
 ASTM AMERICAN SOCIETY FOR TESTING AND
MATERIALS, LATEST EDITIONS FOR THE DESIGNATIONS REFERENCED
THROUGHOUT THIS GUIDELINE.
4. LOADING
4.1 Dead Loads
 Unit weight of steel elements 78.5 kn/m3
 4.2 Live Loads
 Moving load Crane 8 tons capacity 80 Kn
 Crane Assume weight 40 Kn
4.3 Wind Loads
Wind loads shall comply with ASCE 7-10
Wind speed 95mph
Exposure type B
Occupancy Category II
Kd = 0.85 (wind directionality Factor)
Kzt =1.0 (topographic factor)
I = 1.00 (importance factor)
5. Load Combinations
Load combinations according to ASCE are used in the process of checking various structural
elements:
All structure and components are designed (foundations shall be designed) to resist stresses
produced by load combinations in accordance with ACI 350 & ASCE and the following as
applicable to the project location and conditions.
Symbols and Notation
D =dead load
L = live load due to occupancy
Lr = roof live load
S = snow load
R = nominal load due to initial rainwater or ice exclusive of the ponding contribution
W = wind load
E = earthquake load
Load Combination for Factored Loads Using Strength Design
1.4D
1.2D + I.6L + 0.5(Lr or S or R)
1.2D + 1.6(Lr or S or R) + (0.5L or 0.8W)
1.2D + 1.6W + 0.5L + 0.5(Lr or S or R)
I.2D ± I.OE + 0.5L + 0.2S
0.9D ± (1.6W or I.OE)
Load Combination for Nominal Loads Using Allowable Stress Design
D
D+L
D + (Lr or S or R)
D + 0.75L + 0.75(Lr or S or R)
D ± (W or 0.7£)
D + 0.75(W or 0.7£) + 0.75L + 0.75(Lr or S or R)
0.6D ± (W or 0.7£)
PROJECT: SPOOL FABRICATION SHOP
3D MODEL
PROJECT: SPOOL FABRICATION SHOP
MATERIAL
PROJECT: SPOOL FABRICATION SHOP
DEAD LOAD
PROJECT: SPOOL FABRICATION SHOP
LIVE LOAD
PROJECT: SPOOL FABRICATION SHOP
WIND LOAD @ X ‐AXIS
PROJECT: SPOOL FABRICATION SHOP
WIND LOAD @ X –AXIS, ‐1
PROJECT: SPOOL FABRICATION SHOP
WIND LOAD @ Z ‐AXIS
PROJECT: SPOOL FABRICATION SHOP
WIND LOAD @ Z‐AXIS, ‐1
PROJECT: SPOOL FABRICATION SHOP
REPEATED LOAD OF LIVE LOAD
 Tuesday, April 12, 2016, 07:10 AM
PAGE NO. 1

****************************************************
* *
* STAAD.Pro V8i SELECTseries5 *
* Version 20.07.10.41 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= APR 12, 2016 *
* Time= 7: 3:21 *
* *
* USER ID: *
****************************************************

1. STAAD SPACE
INPUT FILE: Saudi KAD2.STD
2. START JOB INFORMATION
3. ENGINEER DATE 28-FEB-16
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 -0.5 0; 2 0 0 0; 3 0 6 0; 4 0 8.1 0; 5 0 8.24286 0.705714
9. 6 0 8.38571 1.41143; 7 0 8.52857 2.11714; 8 0 8.67143 2.82286
10. 9 0 8.81429 3.52857; 10 0 8.95714 4.23429; 11 0 9.1 4.94; 12 0 9.24286 5.64571
11. 13 0 9.38571 6.35143; 14 0 9.52857 7.05714; 15 0 9.67143 7.76286
12. 16 0 9.81429 8.46857; 17 0 9.95714 9.17429; 18 0 10.1 9.88
13. 19 0 10.2429 10.5857; 20 0 10.3857 11.2914; 21 0 10.5286 11.9971
14. 22 0 10.6714 12.7029; 23 0 10.8143 13.4086; 24 0 10.9571 14.1143
15. 25 0 -0.5 14.82; 26 0 0 14.82; 27 0 6 14.82; 29 0 11.1 14.82
16. 30 0 10.9571 15.5257; 31 0 10.8143 16.2314; 32 0 10.6714 16.9371
17. 33 0 10.5286 17.6429; 34 0 10.3857 18.3486; 35 0 10.2429 19.0543
18. 36 0 10.1 19.76; 37 0 9.95714 20.4657; 38 0 9.81429 21.1714
19. 39 0 9.67143 21.8771; 40 0 9.52857 22.5829; 41 0 9.38571 23.2886
20. 42 0 9.24286 23.9943; 43 0 9.1 24.7; 44 0 8.95714 25.4057
21. 45 0 8.81429 26.1114; 46 0 8.67143 26.8171; 47 0 8.52857 27.5229
22. 48 0 8.38571 28.2286; 49 0 8.24286 28.9343; 50 0 -0.5 29.64; 51 0 0 29.64
23. 52 0 6 29.64; 53 0 8.1 29.64; 56 6 -0.5 0; 57 6 0 0; 58 6 6 0; 59 6 8.1 0
24. 60 6 6 0.5; 61 6 8.24286 0.705714; 62 6 8.38571 1.41143; 63 6 8.52857 2.11714
25. 64 6 8.67143 2.82286; 65 6 8.81429 3.52857; 66 6 8.95714 4.23429
26. 67 6 9.1 4.94; 68 6 9.24286 5.64571; 69 6 9.38571 6.35143
27. 70 6 9.52857 7.05714; 71 6 9.67143 7.76286; 72 6 9.81429 8.46857
28. 73 6 9.95714 9.17429; 74 6 10.1 9.88; 75 6 10.2429 10.5857
29. 76 6 10.3857 11.2914; 77 6 10.5286 11.9971; 78 6 10.6714 12.7029
30. 79 6 10.8143 13.4086; 80 6 10.9571 14.1143; 81 6 6 14.32; 82 6 -0.5 14.82
31. 83 6 0 14.82; 84 6 6 14.82; 86 6 11.1 14.82; 87 6 6 15.32
32. 88 6 10.9571 15.5257; 89 6 10.8143 16.2314; 90 6 10.6714 16.9371
33. 91 6 10.5286 17.6429; 92 6 10.3857 18.3486; 93 6 10.2429 19.0543
34. 94 6 10.1 19.76; 95 6 9.95714 20.4657; 96 6 9.81429 21.1714
35. 97 6 9.67143 21.8771; 98 6 9.52857 22.5829; 99 6 9.38571 23.2886
36. 100 6 9.24286 23.9943; 101 6 9.1 24.7; 102 6 8.95714 25.4057
37. 103 6 8.81429 26.1114; 104 6 8.67143 26.8171; 105 6 8.52857 27.5229
38. 106 6 8.38571 28.2286; 107 6 8.24286 28.9343; 108 6 6 29.14; 109 6 -0.5 29.64

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 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 2

39. 110 6 0 29.64; 111 6 6 29.64; 112 6 8.1 29.64; 113 12 -0.5 0; 114 12 0 0
40. 115 12 6 0; 116 12 8.1 0; 117 12 6 0.5; 118 12 8.24286 0.705714
41. 119 12 8.38571 1.41143; 120 12 8.52857 2.11714; 121 12 8.67143 2.82286
42. 122 12 8.81429 3.52857; 123 12 8.95714 4.23429; 124 12 9.1 4.94
43. 125 12 9.24286 5.64571; 126 12 9.38571 6.35143; 127 12 9.52857 7.05714
44. 128 12 9.67143 7.76286; 129 12 9.81429 8.46857; 130 12 9.95714 9.17429
45. 131 12 10.1 9.88; 132 12 10.2429 10.5857; 133 12 10.3857 11.2914
46. 134 12 10.5286 11.9971; 135 12 10.6714 12.7029; 136 12 10.8143 13.4086
47. 137 12 10.9571 14.1143; 138 12 6 14.32; 139 12 -0.5 14.82; 140 12 0 14.82
48. 141 12 6 14.82; 142 12 11.1 14.82; 143 12 6 15.32; 144 12 10.9571 15.5257
49. 145 12 10.8143 16.2314; 146 12 10.6714 16.9371; 147 12 10.5286 17.6429
50. 148 12 10.3857 18.3486; 149 12 10.2429 19.0543; 150 12 10.1 19.76
51. 151 12 9.95714 20.4657; 152 12 9.81429 21.1714; 153 12 9.67143 21.8771
52. 154 12 9.52857 22.5829; 155 12 9.38571 23.2886; 156 12 9.24286 23.9943
53. 157 12 9.1 24.7; 158 12 8.95714 25.4057; 159 12 8.81429 26.1114
54. 160 12 8.67143 26.8171; 161 12 8.52857 27.5229; 162 12 8.38571 28.2286
55. 163 12 8.24286 28.9343; 164 12 6 29.14; 165 12 -0.5 29.64; 166 12 0 29.64
56. 167 12 6 29.64; 168 12 8.1 29.64; 169 18 -0.5 0; 170 18 0 0; 171 18 6 0
57. 172 18 8.1 0; 173 18 6 0.5; 174 18 8.24286 0.705714; 175 18 8.38571 1.41143
58. 176 18 8.52857 2.11714; 177 18 8.67143 2.82286; 178 18 8.81429 3.52857
59. 179 18 8.95714 4.23429; 180 18 9.1 4.94; 181 18 9.24286 5.64571
60. 182 18 9.38571 6.35143; 183 18 9.52857 7.05714; 184 18 9.67143 7.76286
61. 185 18 9.81429 8.46857; 186 18 9.95714 9.17429; 187 18 10.1 9.88
62. 188 18 10.2429 10.5857; 189 18 10.3857 11.2914; 190 18 10.5286 11.9971
63. 191 18 10.6714 12.7029; 192 18 10.8143 13.4086; 193 18 10.9571 14.1143
64. 194 18 6 14.32; 195 18 -0.5 14.82; 196 18 0 14.82; 197 18 6 14.82
65. 198 18 11.1 14.82; 199 18 6 15.32; 200 18 10.9571 15.5257
66. 201 18 10.8143 16.2314; 202 18 10.6714 16.9371; 203 18 10.5286 17.6429
67. 204 18 10.3857 18.3486; 205 18 10.2429 19.0543; 206 18 10.1 19.76
68. 207 18 9.95714 20.4657; 208 18 9.81429 21.1714; 209 18 9.67143 21.8771
69. 210 18 9.52857 22.5829; 211 18 9.38571 23.2886; 212 18 9.24286 23.9943
70. 213 18 9.1 24.7; 214 18 8.95714 25.4057; 215 18 8.81429 26.1114
71. 216 18 8.67143 26.8171; 217 18 8.52857 27.5229; 218 18 8.38571 28.2286
72. 219 18 8.24286 28.9343; 220 18 6 29.14; 221 18 -0.5 29.64; 222 18 0 29.64
73. 223 18 6 29.64; 224 18 8.1 29.64; 225 24 -0.5 0; 226 24 0 0; 227 24 6 0
74. 228 24 8.1 0; 229 24 6 0.5; 230 24 8.24286 0.705714; 231 24 8.38571 1.41143
75. 232 24 8.52857 2.11714; 233 24 8.67143 2.82286; 234 24 8.81429 3.52857
76. 235 24 8.95714 4.23429; 236 24 9.1 4.94; 237 24 9.24286 5.64571
77. 238 24 9.38571 6.35143; 239 24 9.52857 7.05714; 240 24 9.67143 7.76286
78. 241 24 9.81429 8.46857; 242 24 9.95714 9.17429; 243 24 10.1 9.88
79. 244 24 10.2429 10.5857; 245 24 10.3857 11.2914; 246 24 10.5286 11.9971
80. 247 24 10.6714 12.7029; 248 24 10.8143 13.4086; 249 24 10.9571 14.1143
81. 250 24 6 14.32; 251 24 -0.5 14.82; 252 24 0 14.82; 253 24 6 14.82
82. 254 24 11.1 14.82; 255 24 6 15.32; 256 24 10.9571 15.5257
83. 257 24 10.8143 16.2314; 258 24 10.6714 16.9371; 259 24 10.5286 17.6429
84. 260 24 10.3857 18.3486; 261 24 10.2429 19.0543; 262 24 10.1 19.76
85. 263 24 9.95714 20.4657; 264 24 9.81429 21.1714; 265 24 9.67143 21.8771
86. 266 24 9.52857 22.5829; 267 24 9.38571 23.2886; 268 24 9.24286 23.9943
87. 269 24 9.1 24.7; 270 24 8.95714 25.4057; 271 24 8.81429 26.1114
88. 272 24 8.67143 26.8171; 273 24 8.52857 27.5229; 274 24 8.38571 28.2286
89. 275 24 8.24286 28.9343; 276 24 6 29.14; 277 24 -0.5 29.64; 278 24 0 29.64
90. 279 24 6 29.64; 280 24 8.1 29.64; 281 30 -0.5 0; 282 30 0 0; 283 30 6 0
91. 284 30 8.1 0; 285 30 6 0.5; 286 30 8.24286 0.705714; 287 30 8.38571 1.41143
92. 288 30 8.52857 2.11714; 289 30 8.67143 2.82286; 290 30 8.81429 3.52857
93. 291 30 8.95714 4.23429; 292 30 9.1 4.94; 293 30 9.24286 5.64571
94. 294 30 9.38571 6.35143; 295 30 9.52857 7.05714; 296 30 9.67143 7.76286

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 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 3

95. 297 30 9.81429 8.46857; 298 30 9.95714 9.17429; 299 30 10.1 9.88
96. 300 30 10.2429 10.5857; 301 30 10.3857 11.2914; 302 30 10.5286 11.9971
97. 303 30 10.6714 12.7029; 304 30 10.8143 13.4086; 305 30 10.9571 14.1143
98. 306 30 6 14.32; 307 30 -0.5 14.82; 308 30 0 14.82; 309 30 6 14.82
99. 310 30 11.1 14.82; 311 30 6 15.32; 312 30 10.9571 15.5257
100. 313 30 10.8143 16.2314; 314 30 10.6714 16.9371; 315 30 10.5286 17.6429
101. 316 30 10.3857 18.3486; 317 30 10.2429 19.0543; 318 30 10.1 19.76
102. 319 30 9.95714 20.4657; 320 30 9.81429 21.1714; 321 30 9.67143 21.8771
103. 322 30 9.52857 22.5829; 323 30 9.38571 23.2886; 324 30 9.24286 23.9943
104. 325 30 9.1 24.7; 326 30 8.95714 25.4057; 327 30 8.81429 26.1114
105. 328 30 8.67143 26.8171; 329 30 8.52857 27.5229; 330 30 8.38571 28.2286
106. 331 30 8.24286 28.9343; 332 30 6 29.14; 333 30 -0.5 29.64; 334 30 0 29.64
107. 335 30 6 29.64; 336 30 8.1 29.64; 337 36 -0.5 0; 338 36 0 0; 339 36 6 0
108. 340 36 8.1 0; 341 36 6 0.5; 342 36 8.24286 0.705714; 343 36 8.38571 1.41143
109. 344 36 8.52857 2.11714; 345 36 8.67143 2.82286; 346 36 8.81429 3.52857
110. 347 36 8.95714 4.23429; 348 36 9.1 4.94; 349 36 9.24286 5.64571
111. 350 36 9.38571 6.35143; 351 36 9.52857 7.05714; 352 36 9.67143 7.76286
112. 353 36 9.81429 8.46857; 354 36 9.95714 9.17429; 355 36 10.1 9.88
113. 356 36 10.2429 10.5857; 357 36 10.3857 11.2914; 358 36 10.5286 11.9971
114. 359 36 10.6714 12.7029; 360 36 10.8143 13.4086; 361 36 10.9571 14.1143
115. 362 36 6 14.32; 363 36 -0.5 14.82; 364 36 0 14.82; 365 36 6 14.82
116. 367 36 11.1 14.82; 368 36 6 15.32; 369 36 10.9571 15.5257
117. 370 36 10.8143 16.2314; 371 36 10.6714 16.9371; 372 36 10.5286 17.6429
118. 373 36 10.3857 18.3486; 374 36 10.2429 19.0543; 375 36 10.1 19.76
119. 376 36 9.95714 20.4657; 377 36 9.81429 21.1714; 378 36 9.67143 21.8771
120. 379 36 9.52857 22.5829; 380 36 9.38571 23.2886; 381 36 9.24286 23.9943
121. 382 36 9.1 24.7; 383 36 8.95714 25.4057; 384 36 8.81429 26.1114
122. 385 36 8.67143 26.8171; 386 36 8.52857 27.5229; 387 36 8.38571 28.2286
123. 388 36 8.24286 28.9343; 389 36 6 29.14; 390 36 -0.5 29.64; 391 36 0 29.64
124. 392 36 6 29.64; 393 36 8.1 29.64; 396 42 -0.5 0; 397 42 0 0; 398 42 6 0
125. 399 42 8.1 0; 400 42 6 0.5; 401 42 8.24286 0.705714; 402 42 8.38571 1.41143
126. 403 42 8.52857 2.11714; 404 42 8.67143 2.82286; 405 42 8.81429 3.52857
127. 406 42 8.95714 4.23429; 407 42 9.1 4.94; 408 42 9.24286 5.64571
128. 409 42 9.38571 6.35143; 410 42 9.52857 7.05714; 411 42 9.67143 7.76286
129. 412 42 9.81429 8.46857; 413 42 9.95714 9.17429; 414 42 10.1 9.88
130. 415 42 10.2429 10.5857; 416 42 10.3857 11.2914; 417 42 10.5286 11.9971
131. 418 42 10.6714 12.7029; 419 42 10.8143 13.4086; 420 42 10.9571 14.1143
132. 421 42 6 14.32; 422 42 -0.5 14.82; 423 42 0 14.82; 424 42 6 14.82
133. 426 42 11.1 14.82; 427 42 6 15.32; 428 42 10.9571 15.5257
134. 429 42 10.8143 16.2314; 430 42 10.6714 16.9371; 431 42 10.5286 17.6429
135. 432 42 10.3857 18.3486; 433 42 10.2429 19.0543; 434 42 10.1 19.76
136. 435 42 9.95714 20.4657; 436 42 9.81429 21.1714; 437 42 9.67143 21.8771
137. 438 42 9.52857 22.5829; 439 42 9.38571 23.2886; 440 42 9.24286 23.9943
138. 441 42 9.1 24.7; 442 42 8.95714 25.4057; 443 42 8.81429 26.1114
139. 444 42 8.67143 26.8171; 445 42 8.52857 27.5229; 446 42 8.38571 28.2286
140. 447 42 8.24286 28.9343; 448 42 6 29.14; 449 42 -0.5 29.64; 450 42 0 29.64
141. 451 42 6 29.64; 452 42 8.1 29.64; 453 48 -0.5 0; 454 48 0 0; 455 48 6 0
142. 456 48 8.1 0; 457 48 6 0.5; 458 48 8.24286 0.705714; 459 48 8.38571 1.41143
143. 460 48 8.52857 2.11714; 461 48 8.67143 2.82286; 462 48 8.81429 3.52857
144. 463 48 8.95714 4.23429; 464 48 9.1 4.94; 465 48 9.24286 5.64571
145. 466 48 9.38571 6.35143; 467 48 9.52857 7.05714; 468 48 9.67143 7.76286
146. 469 48 9.81429 8.46857; 470 48 9.95714 9.17429; 471 48 10.1 9.88
147. 472 48 10.2429 10.5857; 473 48 10.3857 11.2914; 474 48 10.5286 11.9971
148. 475 48 10.6714 12.7029; 476 48 10.8143 13.4086; 477 48 10.9571 14.1143
149. 478 48 6 14.32; 479 48 -0.5 14.82; 480 48 0 14.82; 481 48 6 14.82
150. 482 48 11.1 14.82; 483 48 6 15.32; 484 48 10.9571 15.5257

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151. 485 48 10.8143 16.2314; 486 48 10.6714 16.9371; 487 48 10.5286 17.6429
152. 488 48 10.3857 18.3486; 489 48 10.2429 19.0543; 490 48 10.1 19.76
153. 491 48 9.95714 20.4657; 492 48 9.81429 21.1714; 493 48 9.67143 21.8771
154. 494 48 9.52857 22.5829; 495 48 9.38571 23.2886; 496 48 9.24286 23.9943
155. 497 48 9.1 24.7; 498 48 8.95714 25.4057; 499 48 8.81429 26.1114
156. 500 48 8.67143 26.8171; 501 48 8.52857 27.5229; 502 48 8.38571 28.2286
157. 503 48 8.24286 28.9343; 504 48 6 29.14; 505 48 -0.5 29.64; 506 48 0 29.64
158. 507 48 6 29.64; 508 48 8.1 29.64; 509 54 -0.5 0; 510 54 0 0; 511 54 6 0
159. 512 54 8.1 0; 513 54 6 0.5; 514 54 8.24286 0.705714; 515 54 8.38571 1.41143
160. 516 54 8.52857 2.11714; 517 54 8.67143 2.82286; 518 54 8.81429 3.52857
161. 519 54 8.95714 4.23429; 520 54 9.1 4.94; 521 54 9.24286 5.64571
162. 522 54 9.38571 6.35143; 523 54 9.52857 7.05714; 524 54 9.67143 7.76286
163. 525 54 9.81429 8.46857; 526 54 9.95714 9.17429; 527 54 10.1 9.88
164. 528 54 10.2429 10.5857; 529 54 10.3857 11.2914; 530 54 10.5286 11.9971
165. 531 54 10.6714 12.7029; 532 54 10.8143 13.4086; 533 54 10.9571 14.1143
166. 534 54 6 14.32; 535 54 -0.5 14.82; 536 54 0 14.82; 537 54 6 14.82
167. 538 54 11.1 14.82; 539 54 6 15.32; 540 54 10.9571 15.5257
168. 541 54 10.8143 16.2314; 542 54 10.6714 16.9371; 543 54 10.5286 17.6429
169. 544 54 10.3857 18.3486; 545 54 10.2429 19.0543; 546 54 10.1 19.76
170. 547 54 9.95714 20.4657; 548 54 9.81429 21.1714; 549 54 9.67143 21.8771
171. 550 54 9.52857 22.5829; 551 54 9.38571 23.2886; 552 54 9.24286 23.9943
172. 553 54 9.1 24.7; 554 54 8.95714 25.4057; 555 54 8.81429 26.1114
173. 556 54 8.67143 26.8171; 557 54 8.52857 27.5229; 558 54 8.38571 28.2286
174. 559 54 8.24286 28.9343; 560 54 6 29.14; 561 54 -0.5 29.64; 562 54 0 29.64
175. 563 54 6 29.64; 564 54 8.1 29.64; 565 60 -0.5 0; 566 60 0 0; 567 60 6 0
176. 568 60 8.1 0; 569 60 6 0.5; 570 60 8.24286 0.705714; 571 60 8.38571 1.41143
177. 572 60 8.52857 2.11714; 573 60 8.67143 2.82286; 574 60 8.81429 3.52857
178. 575 60 8.95714 4.23429; 576 60 9.1 4.94; 577 60 9.24286 5.64571
179. 578 60 9.38571 6.35143; 579 60 9.52857 7.05714; 580 60 9.67143 7.76286
180. 581 60 9.81429 8.46857; 582 60 9.95714 9.17429; 583 60 10.1 9.88
181. 584 60 10.2429 10.5857; 585 60 10.3857 11.2914; 586 60 10.5286 11.9971
182. 587 60 10.6714 12.7029; 588 60 10.8143 13.4086; 589 60 10.9571 14.1143
183. 590 60 6 14.32; 591 60 -0.5 14.82; 592 60 0 14.82; 593 60 6 14.82
184. 594 60 11.1 14.82; 595 60 6 15.32; 596 60 10.9571 15.5257
185. 597 60 10.8143 16.2314; 598 60 10.6714 16.9371; 599 60 10.5286 17.6429
186. 600 60 10.3857 18.3486; 601 60 10.2429 19.0543; 602 60 10.1 19.76
187. 603 60 9.95714 20.4657; 604 60 9.81429 21.1714; 605 60 9.67143 21.8771
188. 606 60 9.52857 22.5829; 607 60 9.38571 23.2886; 608 60 9.24286 23.9943
189. 609 60 9.1 24.7; 610 60 8.95714 25.4057; 611 60 8.81429 26.1114
190. 612 60 8.67143 26.8171; 613 60 8.52857 27.5229; 614 60 8.38571 28.2286
191. 615 60 8.24286 28.9343; 616 60 6 29.14; 617 60 -0.5 29.64; 618 60 0 29.64
192. 619 60 6 29.64; 620 60 8.1 29.64; 621 66 -0.5 0; 622 66 0 0; 623 66 6 0
193. 624 66 8.1 0; 625 66 6 0.5; 626 66 8.24286 0.705714; 627 66 8.38571 1.41143
194. 628 66 8.52857 2.11714; 629 66 8.67143 2.82286; 630 66 8.81429 3.52857
195. 631 66 8.95714 4.23429; 632 66 9.1 4.94; 633 66 9.24286 5.64571
196. 634 66 9.38571 6.35143; 635 66 9.52857 7.05714; 636 66 9.67143 7.76286
197. 637 66 9.81429 8.46857; 638 66 9.95714 9.17429; 639 66 10.1 9.88
198. 640 66 10.2429 10.5857; 641 66 10.3857 11.2914; 642 66 10.5286 11.9971
199. 643 66 10.6714 12.7029; 644 66 10.8143 13.4086; 645 66 10.9571 14.1143
200. 646 66 6 14.32; 647 66 -0.5 14.82; 648 66 0 14.82; 649 66 6 14.82
201. 650 66 11.1 14.82; 651 66 6 15.32; 652 66 10.9571 15.5257
202. 653 66 10.8143 16.2314; 654 66 10.6714 16.9371; 655 66 10.5286 17.6429
203. 656 66 10.3857 18.3486; 657 66 10.2429 19.0543; 658 66 10.1 19.76
204. 659 66 9.95714 20.4657; 660 66 9.81429 21.1714; 661 66 9.67143 21.8771
205. 662 66 9.52857 22.5829; 663 66 9.38571 23.2886; 664 66 9.24286 23.9943
206. 665 66 9.1 24.7; 666 66 8.95714 25.4057; 667 66 8.81429 26.1114

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207. 668 66 8.67143 26.8171; 669 66 8.52857 27.5229; 670 66 8.38571 28.2286
208. 671 66 8.24286 28.9343; 672 66 6 29.14; 673 66 -0.5 29.64; 674 66 0 29.64
209. 675 66 6 29.64; 676 66 8.1 29.64; 677 72 -0.5 0; 678 72 0 0; 679 72 6 0
210. 680 72 8.1 0; 681 72 6 0.5; 682 72 8.24286 0.705714; 683 72 8.38571 1.41143
211. 684 72 8.52857 2.11714; 685 72 8.67143 2.82286; 686 72 8.81429 3.52857
212. 687 72 8.95714 4.23429; 688 72 9.1 4.94; 689 72 9.24286 5.64571
213. 690 72 9.38571 6.35143; 691 72 9.52857 7.05714; 692 72 9.67143 7.76286
214. 693 72 9.81429 8.46857; 694 72 9.95714 9.17429; 695 72 10.1 9.88
215. 696 72 10.2429 10.5857; 697 72 10.3857 11.2914; 698 72 10.5286 11.9971
216. 699 72 10.6714 12.7029; 700 72 10.8143 13.4086; 701 72 10.9571 14.1143
217. 702 72 6 14.32; 703 72 -0.5 14.82; 704 72 0 14.82; 705 72 6 14.82
218. 706 72 11.1 14.82; 707 72 6 15.32; 708 72 10.9571 15.5257
219. 709 72 10.8143 16.2314; 710 72 10.6714 16.9371; 711 72 10.5286 17.6429
220. 712 72 10.3857 18.3486; 713 72 10.2429 19.0543; 714 72 10.1 19.76
221. 715 72 9.95714 20.4657; 716 72 9.81429 21.1714; 717 72 9.67143 21.8771
222. 718 72 9.52857 22.5829; 719 72 9.38571 23.2886; 720 72 9.24286 23.9943
223. 721 72 9.1 24.7; 722 72 8.95714 25.4057; 723 72 8.81429 26.1114
224. 724 72 8.67143 26.8171; 725 72 8.52857 27.5229; 726 72 8.38571 28.2286
225. 727 72 8.24286 28.9343; 728 72 6 29.14; 729 72 -0.5 29.64; 730 72 0 29.64
226. 731 72 6 29.64; 732 72 8.1 29.64; 733 78 -0.5 0; 734 78 0 0; 735 78 6 0
227. 736 78 8.1 0; 737 78 6 0.5; 738 78 8.24286 0.705714; 739 78 8.38571 1.41143
228. 740 78 8.52857 2.11714; 741 78 8.67143 2.82286; 742 78 8.81429 3.52857
229. 743 78 8.95714 4.23429; 744 78 9.1 4.94; 745 78 9.24286 5.64571
230. 746 78 9.38571 6.35143; 747 78 9.52857 7.05714; 748 78 9.67143 7.76286
231. 749 78 9.81429 8.46857; 750 78 9.95714 9.17429; 751 78 10.1 9.88
232. 752 78 10.2429 10.5857; 753 78 10.3857 11.2914; 754 78 10.5286 11.9971
233. 755 78 10.6714 12.7029; 756 78 10.8143 13.4086; 757 78 10.9571 14.1143
234. 758 78 6 14.32; 759 78 -0.5 14.82; 760 78 0 14.82; 761 78 6 14.82
235. 763 78 11.1 14.82; 764 78 6 15.32; 765 78 10.9571 15.5257
236. 766 78 10.8143 16.2314; 767 78 10.6714 16.9371; 768 78 10.5286 17.6429
237. 769 78 10.3857 18.3486; 770 78 10.2429 19.0543; 771 78 10.1 19.76
238. 772 78 9.95714 20.4657; 773 78 9.81429 21.1714; 774 78 9.67143 21.8771
239. 775 78 9.52857 22.5829; 776 78 9.38571 23.2886; 777 78 9.24286 23.9943
240. 778 78 9.1 24.7; 779 78 8.95714 25.4057; 780 78 8.81429 26.1114
241. 781 78 8.67143 26.8171; 782 78 8.52857 27.5229; 783 78 8.38571 28.2286
242. 784 78 8.24286 28.9343; 785 78 6 29.14; 786 78 -0.5 29.64; 787 78 0 29.64
243. 788 78 6 29.64; 789 78 8.1 29.64; 792 84 -0.5 0; 793 84 0 0; 794 84 6 0
244. 795 84 8.1 0; 796 84 8.24286 0.705714; 797 84 8.38571 1.41143
245. 798 84 8.52857 2.11714; 799 84 8.67143 2.82286; 800 84 8.81429 3.52857
246. 801 84 8.95714 4.23429; 802 84 9.1 4.94; 803 84 9.24286 5.64571
247. 804 84 9.38571 6.35143; 805 84 9.52857 7.05714; 806 84 9.67143 7.76286
248. 807 84 9.81429 8.46857; 808 84 9.95714 9.17429; 809 84 10.1 9.88
249. 810 84 10.2429 10.5857; 811 84 10.3857 11.2914; 812 84 10.5286 11.9971
250. 813 84 10.6714 12.7029; 814 84 10.8143 13.4086; 815 84 10.9571 14.1143
251. 816 84 -0.5 14.82; 817 84 0 14.82; 818 84 6 14.82; 820 84 11.1 14.82
252. 821 84 10.9571 15.5257; 822 84 10.8143 16.2314; 823 84 10.6714 16.9371
253. 824 84 10.5286 17.6429; 825 84 10.3857 18.3486; 826 84 10.2429 19.0543
254. 827 84 10.1 19.76; 828 84 9.95714 20.4657; 829 84 9.81429 21.1714
255. 830 84 9.67143 21.8771; 831 84 9.52857 22.5829; 832 84 9.38571 23.2886
256. 833 84 9.24286 23.9943; 834 84 9.1 24.7; 835 84 8.95714 25.4057
257. 836 84 8.81429 26.1114; 837 84 8.67143 26.8171; 838 84 8.52857 27.5229
258. 839 84 8.38571 28.2286; 840 84 8.24286 28.9343; 841 84 -0.5 29.64
259. 842 84 0 29.64; 843 84 6 29.64; 844 84 8.1 29.64; 845 0 -0.5 17.82
260. 846 0 0 17.82; 847 0 6 17.82; 848 0 10.4927 17.82; 849 84 -0.5 17.82
261. 850 84 0 17.82; 851 84 6 17.82; 852 84 10.4927 17.82; 853 0 -0.5 11.82
262. 854 0 0 11.82; 855 0 6 11.82; 856 0 10.4927 11.82; 857 84 -0.5 11.82

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263. 858 84 0 11.82; 859 84 6 11.82; 860 84 10.4927 11.82

264. MEMBER INCIDENCES
265. 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
266. 11 11 12; 12 12 13; 13 13 14; 14 2 854; 15 14 15; 16 15 16; 17 16 17; 18 17 18
267. 19 18 19; 20 19 20; 21 20 21; 22 21 22; 23 22 23; 24 23 24; 25 24 29; 26 25 26
268. 27 26 27; 28 27 29; 29 29 30; 30 30 31; 31 31 32; 32 32 33; 33 33 34; 34 34 35
269. 35 35 36; 36 36 37; 37 37 38; 38 38 39; 39 26 846; 40 39 40; 41 40 41
270. 42 41 42; 43 42 43; 44 43 44; 45 44 45; 46 45 46; 47 46 47; 48 47 48; 49 48 49
271. 50 49 53; 51 50 51; 52 51 52; 53 52 53; 54 2 57; 55 3 58; 56 4 59; 57 5 61
272. 58 6 62; 59 7 63; 60 8 64; 61 9 65; 62 10 66; 63 11 67; 64 12 68; 65 13 69
273. 66 14 70; 67 15 71; 68 16 72; 69 17 73; 70 18 74; 71 19 75; 72 20 76; 73 21 77
274. 74 22 78; 75 23 79; 76 24 80; 77 26 83; 78 29 86; 79 30 88; 80 31 89; 81 32 90
275. 82 33 91; 83 34 92; 84 35 93; 85 36 94; 86 37 95; 87 38 96; 88 39 97; 89 40 98
276. 90 41 99; 91 42 100; 92 43 101; 93 44 102; 94 45 103; 95 46 104; 96 47 105
277. 97 48 106; 98 49 107; 99 51 110; 100 52 111; 101 53 112; 102 56 57; 103 57 58
278. 104 58 59; 105 60 58; 106 59 61; 107 61 62; 108 62 63; 109 63 64; 110 64 65
279. 111 65 66; 112 66 67; 113 67 68; 114 68 69; 115 69 70; 116 70 71; 117 71 72
280. 118 72 73; 119 73 74; 120 74 75; 121 75 76; 122 76 77; 123 77 78; 124 78 79
281. 125 79 80; 126 80 86; 127 81 84; 128 82 83; 129 83 84; 130 84 86; 131 87 84
282. 132 86 88; 133 88 89; 134 89 90; 135 90 91; 136 91 92; 137 92 93; 138 93 94
283. 139 94 95; 140 95 96; 141 96 97; 142 97 98; 143 98 99; 144 99 100; 145 100 101
284. 146 101 102; 147 102 103; 148 103 104; 149 104 105; 150 105 106; 151 106 107
285. 152 107 112; 153 108 111; 154 109 110; 155 110 111; 156 111 112; 157 57 114
286. 158 58 115; 159 59 116; 160 61 118; 161 62 119; 162 63 120; 163 64 121
287. 164 65 122; 165 66 123; 166 67 124; 167 68 125; 168 69 126; 169 70 127
288. 170 71 128; 171 72 129; 172 73 130; 173 74 131; 174 75 132; 175 76 133
289. 176 77 134; 177 78 135; 178 79 136; 179 80 137; 180 83 140; 181 86 142
290. 182 88 144; 183 89 145; 184 90 146; 185 91 147; 186 92 148; 187 93 149
291. 188 94 150; 189 95 151; 190 96 152; 191 97 153; 192 98 154; 193 99 155
292. 194 100 156; 195 101 157; 196 102 158; 197 103 159; 198 104 160; 199 105 161
293. 200 106 162; 201 107 163; 202 110 166; 203 111 167; 204 112 168; 205 113 114
294. 206 114 115; 207 115 116; 208 117 115; 209 116 118; 210 118 119; 211 119 120
295. 212 120 121; 213 121 122; 214 122 123; 215 123 124; 216 124 125; 217 125 126
296. 218 126 127; 219 127 128; 220 128 129; 221 129 130; 222 130 131; 223 131 132
297. 224 132 133; 225 133 134; 226 134 135; 227 135 136; 228 136 137; 229 137 142
298. 230 138 141; 231 139 140; 232 140 141; 233 141 142; 234 143 141; 235 142 144
299. 236 144 145; 237 145 146; 238 146 147; 239 147 148; 240 148 149; 241 149 150
300. 242 150 151; 243 151 152; 244 152 153; 245 153 154; 246 154 155; 247 155 156
301. 248 156 157; 249 157 158; 250 158 159; 251 159 160; 252 160 161; 253 161 162
302. 254 162 163; 255 163 168; 256 164 167; 257 165 166; 258 166 167; 259 167 168
303. 260 114 170; 261 115 171; 262 116 172; 263 118 174; 264 119 175; 265 120 176
304. 266 121 177; 267 122 178; 268 123 179; 269 124 180; 270 125 181; 271 126 182
305. 272 127 183; 273 128 184; 274 129 185; 275 130 186; 276 131 187; 277 132 188
306. 278 133 189; 279 134 190; 280 135 191; 281 136 192; 282 137 193; 283 140 196
307. 284 142 198; 285 144 200; 286 145 201; 287 146 202; 288 147 203; 289 148 204
308. 290 149 205; 291 150 206; 292 151 207; 293 152 208; 294 153 209; 295 154 210
309. 296 155 211; 297 156 212; 298 157 213; 299 158 214; 300 159 215; 301 160 216
310. 302 161 217; 303 162 218; 304 163 219; 305 166 222; 306 167 223; 307 168 224
311. 308 169 170; 309 170 171; 310 171 172; 311 173 171; 312 172 174; 313 174 175
312. 314 175 176; 315 176 177; 316 177 178; 317 178 179; 318 179 180; 319 180 181
313. 320 181 182; 321 182 183; 322 183 184; 323 184 185; 324 185 186; 325 186 187
314. 326 187 188; 327 188 189; 328 189 190; 329 190 191; 330 191 192; 331 192 193
315. 332 193 198; 333 194 197; 334 195 196; 335 196 197; 336 197 198; 337 199 197
316. 338 198 200; 339 200 201; 340 201 202; 341 202 203; 342 203 204; 343 204 205
317. 344 205 206; 345 206 207; 346 207 208; 347 208 209; 348 209 210; 349 210 211
318. 350 211 212; 351 212 213; 352 213 214; 353 214 215; 354 215 216; 355 216 217

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STAAD SPACE -- PAGE NO. 7

319. 356 217 218; 357 218 219; 358 219 224; 359 220 223; 360 221 222; 361 222 223
320. 362 223 224; 363 170 226; 364 171 227; 365 172 228; 366 174 230; 367 175 231
321. 368 176 232; 369 177 233; 370 178 234; 371 179 235; 372 180 236; 373 181 237
322. 374 182 238; 375 183 239; 376 184 240; 377 185 241; 378 186 242; 379 187 243
323. 380 188 244; 381 189 245; 382 190 246; 383 191 247; 384 192 248; 385 193 249
324. 386 196 252; 387 198 254; 388 200 256; 389 201 257; 390 202 258; 391 203 259
325. 392 204 260; 393 205 261; 394 206 262; 395 207 263; 396 208 264; 397 209 265
326. 398 210 266; 399 211 267; 400 212 268; 401 213 269; 402 214 270; 403 215 271
327. 404 216 272; 405 217 273; 406 218 274; 407 219 275; 408 222 278; 409 223 279
328. 410 224 280; 411 225 226; 412 226 227; 413 227 228; 414 229 227; 415 228 230
329. 416 230 231; 417 231 232; 418 232 233; 419 233 234; 420 234 235; 421 235 236
330. 422 236 237; 423 237 238; 424 238 239; 425 239 240; 426 240 241; 427 241 242
331. 428 242 243; 429 243 244; 430 244 245; 431 245 246; 432 246 247; 433 247 248
332. 434 248 249; 435 249 254; 436 250 253; 437 251 252; 438 252 253; 439 253 254
333. 440 255 253; 441 254 256; 442 256 257; 443 257 258; 444 258 259; 445 259 260
334. 446 260 261; 447 261 262; 448 262 263; 449 263 264; 450 264 265; 451 265 266
335. 452 266 267; 453 267 268; 454 268 269; 455 269 270; 456 270 271; 457 271 272
336. 458 272 273; 459 273 274; 460 274 275; 461 275 280; 462 276 279; 463 277 278
337. 464 278 279; 465 279 280; 466 226 282; 467 227 283; 468 228 284; 469 230 286
338. 470 231 287; 471 232 288; 472 233 289; 473 234 290; 474 235 291; 475 236 292
339. 476 237 293; 477 238 294; 478 239 295; 479 240 296; 480 241 297; 481 242 298
340. 482 243 299; 483 244 300; 484 245 301; 485 246 302; 486 247 303; 487 248 304
341. 488 249 305; 489 252 308; 490 254 310; 491 256 312; 492 257 313; 493 258 314
342. 494 259 315; 495 260 316; 496 261 317; 497 262 318; 498 263 319; 499 264 320
343. 500 265 321; 501 266 322; 502 267 323; 503 268 324; 504 269 325; 505 270 326
344. 506 271 327; 507 272 328; 508 273 329; 509 274 330; 510 275 331; 511 278 334
345. 512 279 335; 513 280 336; 514 281 282; 515 282 283; 516 283 284; 517 285 283
346. 518 284 286; 519 286 287; 520 287 288; 521 288 289; 522 289 290; 523 290 291
347. 524 291 292; 525 292 293; 526 293 294; 527 294 295; 528 295 296; 529 296 297
348. 530 297 298; 531 298 299; 532 299 300; 533 300 301; 534 301 302; 535 302 303
349. 536 303 304; 537 304 305; 538 305 310; 539 306 309; 540 307 308; 541 308 309
350. 542 309 310; 543 311 309; 544 310 312; 545 312 313; 546 313 314; 547 314 315
351. 548 315 316; 549 316 317; 550 317 318; 551 318 319; 552 319 320; 553 320 321
352. 554 321 322; 555 322 323; 556 323 324; 557 324 325; 558 325 326; 559 326 327
353. 560 327 328; 561 328 329; 562 329 330; 563 330 331; 564 331 336; 565 332 335
354. 566 333 334; 567 334 335; 568 335 336; 569 282 338; 570 283 339; 571 284 340
355. 572 286 342; 573 287 343; 574 288 344; 575 289 345; 576 290 346; 577 291 347
356. 578 292 348; 579 293 349; 580 294 350; 581 295 351; 582 296 352; 583 297 353
357. 584 298 354; 585 299 355; 586 300 356; 587 301 357; 588 302 358; 589 303 359
358. 590 304 360; 591 305 361; 592 308 364; 593 310 367; 594 312 369; 595 313 370
359. 596 314 371; 597 315 372; 598 316 373; 599 317 374; 600 318 375; 601 319 376
360. 602 320 377; 603 321 378; 604 322 379; 605 323 380; 606 324 381; 607 325 382
361. 608 326 383; 609 327 384; 610 328 385; 611 329 386; 612 330 387; 613 331 388
362. 614 334 391; 615 335 392; 616 336 393; 617 337 338; 618 338 339; 619 339 340
363. 620 341 339; 621 340 342; 622 342 343; 623 343 344; 624 344 345; 625 345 346
364. 626 346 347; 627 347 348; 628 348 349; 629 349 350; 630 350 351; 631 351 352
365. 632 352 353; 633 353 354; 634 354 355; 635 355 356; 636 356 357; 637 357 358
366. 638 358 359; 639 359 360; 640 360 361; 641 361 367; 642 362 365; 643 363 364
367. 644 364 365; 645 365 367; 646 368 365; 647 367 369; 648 369 370; 649 370 371
368. 650 371 372; 651 372 373; 652 373 374; 653 374 375; 654 375 376; 655 376 377
369. 656 377 378; 657 378 379; 658 379 380; 659 380 381; 660 381 382; 661 382 383
370. 662 383 384; 663 384 385; 664 385 386; 665 386 387; 666 387 388; 667 388 393
371. 668 389 392; 669 390 391; 670 391 392; 671 392 393; 672 338 397; 673 339 398
372. 674 340 399; 675 342 401; 676 343 402; 677 344 403; 678 345 404; 679 346 405
373. 680 347 406; 681 348 407; 682 349 408; 683 350 409; 684 351 410; 685 352 411
374. 686 353 412; 687 354 413; 688 355 414; 689 356 415; 690 357 416; 691 358 417

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375. 692 359 418; 693 360 419; 694 361 420; 695 364 423; 696 367 426; 697 369 428
376. 698 370 429; 699 371 430; 700 372 431; 701 373 432; 702 374 433; 703 375 434
377. 704 376 435; 705 377 436; 706 378 437; 707 379 438; 708 380 439; 709 381 440
378. 710 382 441; 711 383 442; 712 384 443; 713 385 444; 714 386 445; 715 387 446
379. 716 388 447; 717 391 450; 718 392 451; 719 393 452; 720 396 397; 721 397 398
380. 722 398 399; 723 400 398; 724 399 401; 725 401 402; 726 402 403; 727 403 404
381. 728 404 405; 729 405 406; 730 406 407; 731 407 408; 732 408 409; 733 409 410
382. 734 410 411; 735 411 412; 736 412 413; 737 413 414; 738 414 415; 739 415 416
383. 740 416 417; 741 417 418; 742 418 419; 743 419 420; 744 420 426; 745 421 424
384. 746 422 423; 747 423 424; 748 424 426; 749 427 424; 750 426 428; 751 428 429
385. 752 429 430; 753 430 431; 754 431 432; 755 432 433; 756 433 434; 757 434 435
386. 758 435 436; 759 436 437; 760 437 438; 761 438 439; 762 439 440; 763 440 441
387. 764 441 442; 765 442 443; 766 443 444; 767 444 445; 768 445 446; 769 446 447
388. 770 447 452; 771 448 451; 772 449 450; 773 450 451; 774 451 452; 775 397 454
389. 776 398 455; 777 399 456; 778 401 458; 779 402 459; 780 403 460; 781 404 461
390. 782 405 462; 783 406 463; 784 407 464; 785 408 465; 786 409 466; 787 410 467
391. 788 411 468; 789 412 469; 790 413 470; 791 414 471; 792 415 472; 793 416 473
392. 794 417 474; 795 418 475; 796 419 476; 797 420 477; 798 423 480; 799 426 482
393. 800 428 484; 801 429 485; 802 430 486; 803 431 487; 804 432 488; 805 433 489
394. 806 434 490; 807 435 491; 808 436 492; 809 437 493; 810 438 494; 811 439 495
395. 812 440 496; 813 441 497; 814 442 498; 815 443 499; 816 444 500; 817 445 501
396. 818 446 502; 819 447 503; 820 450 506; 821 451 507; 822 452 508; 823 453 454
397. 824 454 455; 825 455 456; 826 457 455; 827 456 458; 828 458 459; 829 459 460
398. 830 460 461; 831 461 462; 832 462 463; 833 463 464; 834 464 465; 835 465 466
399. 836 466 467; 837 467 468; 838 468 469; 839 469 470; 840 470 471; 841 471 472
400. 842 472 473; 843 473 474; 844 474 475; 845 475 476; 846 476 477; 847 477 482
401. 848 478 481; 849 479 480; 850 480 481; 851 481 482; 852 483 481; 853 482 484
402. 854 484 485; 855 485 486; 856 486 487; 857 487 488; 858 488 489; 859 489 490
403. 860 490 491; 861 491 492; 862 492 493; 863 493 494; 864 494 495; 865 495 496
404. 866 496 497; 867 497 498; 868 498 499; 869 499 500; 870 500 501; 871 501 502
405. 872 502 503; 873 503 508; 874 504 507; 875 505 506; 876 506 507; 877 507 508
406. 878 454 510; 879 455 511; 880 456 512; 881 458 514; 882 459 515; 883 460 516
407. 884 461 517; 885 462 518; 886 463 519; 887 464 520; 888 465 521; 889 466 522
408. 890 467 523; 891 468 524; 892 469 525; 893 470 526; 894 471 527; 895 472 528
409. 896 473 529; 897 474 530; 898 475 531; 899 476 532; 900 477 533; 901 480 536
410. 902 482 538; 903 484 540; 904 485 541; 905 486 542; 906 487 543; 907 488 544
411. 908 489 545; 909 490 546; 910 491 547; 911 492 548; 912 493 549; 913 494 550
412. 914 495 551; 915 496 552; 916 497 553; 917 498 554; 918 499 555; 919 500 556
413. 920 501 557; 921 502 558; 922 503 559; 923 506 562; 924 507 563; 925 508 564
414. 926 509 510; 927 510 511; 928 511 512; 929 513 511; 930 512 514; 931 514 515
415. 932 515 516; 933 516 517; 934 517 518; 935 518 519; 936 519 520; 937 520 521
416. 938 521 522; 939 522 523; 940 523 524; 941 524 525; 942 525 526; 943 526 527
417. 944 527 528; 945 528 529; 946 529 530; 947 530 531; 948 531 532; 949 532 533
418. 950 533 538; 951 534 537; 952 535 536; 953 536 537; 954 537 538; 955 539 537
419. 956 538 540; 957 540 541; 958 541 542; 959 542 543; 960 543 544; 961 544 545
420. 962 545 546; 963 546 547; 964 547 548; 965 548 549; 966 549 550; 967 550 551
421. 968 551 552; 969 552 553; 970 553 554; 971 554 555; 972 555 556; 973 556 557
422. 974 557 558; 975 558 559; 976 559 564; 977 560 563; 978 561 562; 979 562 563
423. 980 563 564; 981 510 566; 982 511 567; 983 512 568; 984 514 570; 985 515 571
424. 986 516 572; 987 517 573; 988 518 574; 989 519 575; 990 520 576; 991 521 577
425. 992 522 578; 993 523 579; 994 524 580; 995 525 581; 996 526 582; 997 527 583
426. 998 528 584; 999 529 585; 1000 530 586; 1001 531 587; 1002 532 588
427. 1003 533 589; 1004 536 592; 1005 538 594; 1006 540 596; 1007 541 597
428. 1008 542 598; 1009 543 599; 1010 544 600; 1011 545 601; 1012 546 602
429. 1013 547 603; 1014 548 604; 1015 549 605; 1016 550 606; 1017 551 607
430. 1018 552 608; 1019 553 609; 1020 554 610; 1021 555 611; 1022 556 612

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STAAD SPACE -- PAGE NO. 9

431. 1023 557 613; 1024 558 614; 1025 559 615; 1026 562 618; 1027 563 619
432. 1028 564 620; 1029 565 566; 1030 566 567; 1031 567 568; 1032 569 567
433. 1033 568 570; 1034 570 571; 1035 571 572; 1036 572 573; 1037 573 574
434. 1038 574 575; 1039 575 576; 1040 576 577; 1041 577 578; 1042 578 579
435. 1043 579 580; 1044 580 581; 1045 581 582; 1046 582 583; 1047 583 584
436. 1048 584 585; 1049 585 586; 1050 586 587; 1051 587 588; 1052 588 589
437. 1053 589 594; 1054 590 593; 1055 591 592; 1056 592 593; 1057 593 594
438. 1058 595 593; 1059 594 596; 1060 596 597; 1061 597 598; 1062 598 599
439. 1063 599 600; 1064 600 601; 1065 601 602; 1066 602 603; 1067 603 604
440. 1068 604 605; 1069 605 606; 1070 606 607; 1071 607 608; 1072 608 609
441. 1073 609 610; 1074 610 611; 1075 611 612; 1076 612 613; 1077 613 614
442. 1078 614 615; 1079 615 620; 1080 616 619; 1081 617 618; 1082 618 619
443. 1083 619 620; 1084 566 622; 1085 567 623; 1086 568 624; 1087 570 626
444. 1088 571 627; 1089 572 628; 1090 573 629; 1091 574 630; 1092 575 631
445. 1093 576 632; 1094 577 633; 1095 578 634; 1096 579 635; 1097 580 636
446. 1098 581 637; 1099 582 638; 1100 583 639; 1101 584 640; 1102 585 641
447. 1103 586 642; 1104 587 643; 1105 588 644; 1106 589 645; 1107 592 648
448. 1108 594 650; 1109 596 652; 1110 597 653; 1111 598 654; 1112 599 655
449. 1113 600 656; 1114 601 657; 1115 602 658; 1116 603 659; 1117 604 660
450. 1118 605 661; 1119 606 662; 1120 607 663; 1121 608 664; 1122 609 665
451. 1123 610 666; 1124 611 667; 1125 612 668; 1126 613 669; 1127 614 670
452. 1128 615 671; 1129 618 674; 1130 619 675; 1131 620 676; 1132 621 622
453. 1133 622 623; 1134 623 624; 1135 625 623; 1136 624 626; 1137 626 627
454. 1138 627 628; 1139 628 629; 1140 629 630; 1141 630 631; 1142 631 632
455. 1143 632 633; 1144 633 634; 1145 634 635; 1146 635 636; 1147 636 637
456. 1148 637 638; 1149 638 639; 1150 639 640; 1151 640 641; 1152 641 642
457. 1153 642 643; 1154 643 644; 1155 644 645; 1156 645 650; 1157 646 649
458. 1158 647 648; 1159 648 649; 1160 649 650; 1161 651 649; 1162 650 652
459. 1163 652 653; 1164 653 654; 1165 654 655; 1166 655 656; 1167 656 657
460. 1168 657 658; 1169 658 659; 1170 659 660; 1171 660 661; 1172 661 662
461. 1173 662 663; 1174 663 664; 1175 664 665; 1176 665 666; 1177 666 667
462. 1178 667 668; 1179 668 669; 1180 669 670; 1181 670 671; 1182 671 676
463. 1183 672 675; 1184 673 674; 1185 674 675; 1186 675 676; 1187 622 678
464. 1188 623 679; 1189 624 680; 1190 626 682; 1191 627 683; 1192 628 684
465. 1193 629 685; 1194 630 686; 1195 631 687; 1196 632 688; 1197 633 689
466. 1198 634 690; 1199 635 691; 1200 636 692; 1201 637 693; 1202 638 694
467. 1203 639 695; 1204 640 696; 1205 641 697; 1206 642 698; 1207 643 699
468. 1208 644 700; 1209 645 701; 1210 648 704; 1211 650 706; 1212 652 708
469. 1213 653 709; 1214 654 710; 1215 655 711; 1216 656 712; 1217 657 713
470. 1218 658 714; 1219 659 715; 1220 660 716; 1221 661 717; 1222 662 718
471. 1223 663 719; 1224 664 720; 1225 665 721; 1226 666 722; 1227 667 723
472. 1228 668 724; 1229 669 725; 1230 670 726; 1231 671 727; 1232 674 730
473. 1233 675 731; 1234 676 732; 1235 677 678; 1236 678 679; 1237 679 680
474. 1238 681 679; 1239 680 682; 1240 682 683; 1241 683 684; 1242 684 685
475. 1243 685 686; 1244 686 687; 1245 687 688; 1246 688 689; 1247 689 690
476. 1248 690 691; 1249 691 692; 1250 692 693; 1251 693 694; 1252 694 695
477. 1253 695 696; 1254 696 697; 1255 697 698; 1256 698 699; 1257 699 700
478. 1258 700 701; 1259 701 706; 1260 702 705; 1261 703 704; 1262 704 705
479. 1263 705 706; 1264 707 705; 1265 706 708; 1266 708 709; 1267 709 710
480. 1268 710 711; 1269 711 712; 1270 712 713; 1271 713 714; 1272 714 715
481. 1273 715 716; 1274 716 717; 1275 717 718; 1276 718 719; 1277 719 720
482. 1278 720 721; 1279 721 722; 1280 722 723; 1281 723 724; 1282 724 725
483. 1283 725 726; 1284 726 727; 1285 727 732; 1286 728 731; 1287 729 730
484. 1288 730 731; 1289 731 732; 1290 678 734; 1291 679 735; 1292 680 736
485. 1293 682 738; 1294 683 739; 1295 684 740; 1296 685 741; 1297 686 742
486. 1298 687 743; 1299 688 744; 1300 689 745; 1301 690 746; 1302 691 747

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 Tuesday, April 12, 2016, 07:10 AM
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487. 1303 692 748; 1304 693 749; 1305 694 750; 1306 695 751; 1307 696 752
488. 1308 697 753; 1309 698 754; 1310 699 755; 1311 700 756; 1312 701 757
489. 1313 704 760; 1314 706 763; 1315 708 765; 1316 709 766; 1317 710 767
490. 1318 711 768; 1319 712 769; 1320 713 770; 1321 714 771; 1322 715 772
491. 1323 716 773; 1324 717 774; 1325 718 775; 1326 719 776; 1327 720 777
492. 1328 721 778; 1329 722 779; 1330 723 780; 1331 724 781; 1332 725 782
493. 1333 726 783; 1334 727 784; 1335 730 787; 1336 731 788; 1337 732 789
494. 1338 733 734; 1339 734 735; 1340 735 736; 1341 737 735; 1342 736 738
495. 1343 738 739; 1344 739 740; 1345 740 741; 1346 741 742; 1347 742 743
496. 1348 743 744; 1349 744 745; 1350 745 746; 1351 746 747; 1352 747 748
497. 1353 748 749; 1354 749 750; 1355 750 751; 1356 751 752; 1357 752 753
498. 1358 753 754; 1359 754 755; 1360 755 756; 1361 756 757; 1362 757 763
499. 1363 758 761; 1364 759 760; 1365 760 761; 1366 761 763; 1367 764 761
500. 1368 763 765; 1369 765 766; 1370 766 767; 1371 767 768; 1372 768 769
501. 1373 769 770; 1374 770 771; 1375 771 772; 1376 772 773; 1377 773 774
502. 1378 774 775; 1379 775 776; 1380 776 777; 1381 777 778; 1382 778 779
503. 1383 779 780; 1384 780 781; 1385 781 782; 1386 782 783; 1387 783 784
504. 1388 784 789; 1389 785 788; 1390 786 787; 1391 787 788; 1392 788 789
505. 1393 734 793; 1394 735 794; 1395 736 795; 1396 738 796; 1397 739 797
506. 1398 740 798; 1399 741 799; 1400 742 800; 1401 743 801; 1402 744 802
507. 1403 745 803; 1404 746 804; 1405 747 805; 1406 748 806; 1407 749 807
508. 1408 750 808; 1409 751 809; 1410 752 810; 1411 753 811; 1412 754 812
509. 1413 755 813; 1414 756 814; 1415 757 815; 1416 760 817; 1417 763 820
510. 1418 765 821; 1419 766 822; 1420 767 823; 1421 768 824; 1422 769 825
511. 1423 770 826; 1424 771 827; 1425 772 828; 1426 773 829; 1427 774 830
512. 1428 775 831; 1429 776 832; 1430 777 833; 1431 778 834; 1432 779 835
513. 1433 780 836; 1434 781 837; 1435 782 838; 1436 783 839; 1437 784 840
514. 1438 787 842; 1439 788 843; 1440 789 844; 1441 792 793; 1442 793 794
515. 1443 794 795; 1444 795 796; 1445 796 797; 1446 797 798; 1447 798 799
516. 1448 799 800; 1449 800 801; 1450 801 802; 1451 802 803; 1452 803 804
517. 1453 804 805; 1454 817 858; 1455 805 806; 1456 806 807; 1457 807 808
518. 1458 808 809; 1459 809 810; 1460 810 811; 1461 811 812; 1462 812 813
519. 1463 813 814; 1464 814 815; 1465 815 820; 1466 816 817; 1467 817 818
520. 1468 818 820; 1469 820 821; 1470 821 822; 1471 822 823; 1472 823 824
521. 1473 824 825; 1474 825 826; 1475 826 827; 1476 827 828; 1477 828 829
522. 1478 829 830; 1479 842 850; 1480 830 831; 1481 831 832; 1482 832 833
523. 1483 833 834; 1484 834 835; 1485 835 836; 1486 836 837; 1487 837 838
524. 1488 838 839; 1489 839 840; 1490 840 844; 1491 841 842; 1492 842 843
525. 1493 843 844; 1494 846 51; 1495 850 817; 1496 845 846; 1497 846 847
526. 1498 847 848; 1499 849 850; 1500 850 851; 1501 851 852; 1502 854 26
527. 1503 858 793; 1504 853 854; 1505 854 855; 1506 855 856; 1507 857 858
528. 1508 858 859; 1509 859 860
529. DEFINE MATERIAL START
530. ISOTROPIC STEEL
531. E 2.05E+008
532. POISSON 0.3
533. DENSITY 76.8195
534. ALPHA 1.2E-005
535. DAMP 0.03
536. TYPE STEEL
537. STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
538. ISOTROPIC CONCRETE
539. E 2.17185E+007
540. POISSON 0.17
541. DENSITY 23.5616
542. ALPHA 1E-005

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STAAD SPACE -- PAGE NO. 11

543. DAMP 0.05

544. TYPE CONCRETE
545. STRENGTH FCU 27579
546. END DEFINE MATERIAL
547. MEMBER PROPERTY DUTCH
548. 27 28 129 130 232 233 335 336 438 439 541 542 644 645 747 748 850 851 953 -
549. 954 1056 1057 1159 1160 1262 1263 1365 1366 1467 1468 TABLE ST HE300B
550. 2 3 52 53 103 TO 105 127 131 153 155 156 206 TO 208 230 234 256 258 259 309 -
551. 310 TO 311 333 337 359 361 362 412 TO 414 436 440 462 464 465 515 TO 517 539 -
552. 543 565 567 568 618 TO 620 642 646 668 670 671 721 TO 723 745 749 771 773 -
553. 774 824 TO 826 848 852 874 876 877 927 TO 929 951 955 977 979 980 -
554. 1030 TO 1032 1054 1058 1080 1082 1083 1133 TO 1135 1157 1161 1183 1185 1186 -
555. 1236 TO 1238 1260 1264 1286 1288 1289 1339 TO 1341 1363 1367 1389 1391 1392 -
556. 1442 1443 1492 1493 1497 1498 1500 1501 1505 1506 1508 -
557. 1509 TABLE ST IPEA360
558. MEMBER PROPERTY DUTCH
559. 1 26 51 102 128 154 205 231 257 308 334 360 411 437 463 514 540 566 617 643 -
560. 669 720 746 772 823 849 875 926 952 978 1029 1055 1081 1132 1158 1184 1235 -
561. 1261 1287 1338 1364 1390 1441 1466 1491 1496 1499 1504 -
562. 1507 PRIS YD 0.5 ZD 0.5
563. 14 39 54 77 99 157 180 202 260 283 305 363 386 408 466 489 511 569 592 614 -
564. 672 695 717 775 798 820 878 901 923 981 1004 1026 1084 1107 1129 1187 1210 -
565. 1232 1290 1313 1335 1393 1416 1438 1454 1479 1494 1495 1502 -
566. 1503 PRIS YD 0.5 ZD 0.3
567. MEMBER PROPERTY DUTCH
568. 4 TO 13 15 TO 25 29 TO 38 40 TO 50 106 TO 126 132 TO 152 209 TO 229 -
569. 235 TO 255 312 TO 332 338 TO 358 415 TO 435 441 TO 461 518 TO 538 -
570. 544 TO 564 621 TO 641 647 TO 667 724 TO 744 750 TO 770 827 TO 847 -
571. 853 TO 873 930 TO 950 956 TO 976 1033 TO 1053 1059 TO 1079 1136 TO 1156 1162 -
572. 1163 TO 1182 1239 TO 1259 1265 TO 1285 1342 TO 1362 1368 TO 1388 1444 TO 1453 -
573. 1455 TO 1465 1469 TO 1478 1480 TO 1490 TABLE ST IPEA360
574. 55 100 158 203 261 306 364 409 467 512 570 615 673 718 776 821 879 924 982 -
575. 1027 1085 1130 1188 1233 1291 1336 1394 1439 TABLE ST IPE200
576. 56 TO 76 78 TO 98 101 159 TO 179 181 TO 201 204 262 TO 282 284 TO 304 307 -
577. 365 TO 385 387 TO 407 410 468 TO 488 490 TO 510 513 571 TO 591 593 TO 613 -
578. 616 674 TO 694 696 TO 716 719 777 TO 797 799 TO 819 822 880 TO 900 -
579. 902 TO 922 925 983 TO 1003 1005 TO 1025 1028 1086 TO 1106 1108 TO 1128 1131 -
580. 1189 TO 1209 1211 TO 1231 1234 1292 TO 1312 1314 TO 1334 1337 1395 TO 1415 -
581. 1417 TO 1437 1440 TABLE ST KK100X50X3
582. CONSTANTS
583. BETA 90 MEMB 2 3 27 28 52 53 103 104 129 130 155 156 206 207 232 233 258 259 -
584. 309 310 335 336 361 362 412 413 438 439 464 465 515 516 541 542 567 568 618 -
585. 619 644 645 670 671 721 722 747 748 773 774 824 825 850 851 876 877 927 928 -
586. 953 954 979 980 1030 1031 1056 1057 1082 1083 1133 1134 1159 1160 1185 1186 -
587. 1236 1237 1262 1263 1288 1289 1339 1340 1365 1366 1391 1392 1442 1443 1467 -
588. 1468 1492 1493 1497 1498 1500 1501 1505 1506 1508 1509
589. BETA 180 MEMB 105 131 208 234 311 337 414 440 517 543 620 646 723 749 826 -
590. 852 929 955 1032 1058 1135 1161 1238 1264 1341 1367
591. BETA 14.82 MEMB 79 TO 98 101 182 TO 201 204 285 TO 304 307 388 TO 407 410 -
592. 491 TO 510 513 594 TO 613 616 697 TO 716 719 800 TO 819 822 903 TO 922 925 -
593. 1006 TO 1025 1028 1109 TO 1128 1131 1212 TO 1231 1234 1315 TO 1334 1337 1418 -
594. 1419 TO 1437 1440
595. BETA 345.18 MEMB 56 TO 76 159 TO 179 262 TO 282 365 TO 385 468 TO 488 571 -
596. 572 TO 591 674 TO 694 777 TO 797 880 TO 900 983 TO 1003 1086 TO 1106 1189 -
597. 1190 TO 1209 1292 TO 1312 1395 TO 1415
598. MATERIAL STEEL MEMB 2 TO 13 15 TO 25 27 TO 38 40 TO 50 52 53 55 TO 76 -

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599. 78 TO 98 100 101 103 TO 127 129 TO 153 155 156 158 TO 179 181 TO 201 203 -
600. 204 206 TO 230 232 TO 256 258 259 261 TO 282 284 TO 304 306 307 309 TO 333 -
601. 335 TO 359 361 362 364 TO 385 387 TO 407 409 410 412 TO 436 438 TO 462 464 -
602. 465 467 TO 488 490 TO 510 512 513 515 TO 539 541 TO 565 567 568 570 TO 591 -
603. 593 TO 613 615 616 618 TO 642 644 TO 668 670 671 673 TO 694 696 TO 716 718 -
604. 719 721 TO 745 747 TO 771 773 774 776 TO 797 799 TO 819 821 822 824 TO 848 -
605. 850 TO 874 876 877 879 TO 900 902 TO 922 924 925 927 TO 951 953 TO 977 979 -
606. 980 982 TO 1003 1005 TO 1025 1027 1028 1030 TO 1054 1056 TO 1080 1082 1083 -
607. 1085 TO 1106 1108 TO 1128 1130 1131 1133 TO 1157 1159 TO 1183 1185 1186 1188 -
608. 1189 TO 1209 1211 TO 1231 1233 1234 1236 TO 1260 1262 TO 1286 1288 1289 1291 -
609. 1292 TO 1312 1314 TO 1334 1336 1337 1339 TO 1363 1365 TO 1389 1391 1392 1394 -
610. 1395 TO 1415 1417 TO 1437 1439 1440 1442 TO 1453 1455 TO 1465 1467 TO 1478 -
611. 1480 TO 1490 1492 1493 1497 1498 1500 1501 1505 1506 1508 1509
612. MATERIAL CONCRETE MEMB 1 14 26 39 51 54 77 99 102 128 154 157 180 202 205 -
613. 231 257 260 283 305 308 334 360 363 386 408 411 437 463 466 489 511 514 540 -
614. 566 569 592 614 617 643 669 672 695 717 720 746 772 775 798 820 823 849 875 -
615. 878 901 923 926 952 978 981 1004 1026 1029 1055 1081 1084 1107 1129 1132 -
616. 1158 1184 1187 1210 1232 1235 1261 1287 1290 1313 1335 1338 1364 1390 1393 -
617. 1416 1438 1441 1454 1466 1479 1491 1494 TO 1496 1499 1502 TO 1504 1507
618. SUPPORTS
619. 1 25 50 56 82 109 113 139 165 169 195 221 225 251 277 281 307 333 337 363 -
620. 390 396 422 449 453 479 505 509 535 561 565 591 617 621 647 673 677 703 729 -
621. 733 759 786 792 816 841 845 849 853 857 FIXED
622. MEMBER OFFSET
623. 56 TO 76 78 TO 98 101 159 TO 179 181 TO 201 204 262 TO 282 284 TO 304 307 -
624. 365 TO 385 387 TO 407 410 468 TO 488 490 TO 510 513 571 TO 591 593 TO 613 -
625. 616 674 TO 694 696 TO 716 719 777 TO 797 799 TO 819 822 880 TO 900 -
626. 902 TO 922 925 983 TO 1003 1005 TO 1025 1028 1086 TO 1106 1108 TO 1128 1131 -
627. 1189 TO 1209 1211 TO 1231 1234 1292 TO 1312 1314 TO 1334 1337 1395 TO 1415 -
628. 1417 TO 1437 1440 START 0 0.23 0
629. 56 TO 76 78 TO 98 101 159 TO 179 181 TO 201 204 262 TO 282 284 TO 304 307 -
630. 365 TO 385 387 TO 407 410 468 TO 488 490 TO 510 513 571 TO 591 593 TO 613 -
631. 616 674 TO 694 696 TO 716 719 777 TO 797 799 TO 819 822 880 TO 900 -
632. 902 TO 922 925 983 TO 1003 1005 TO 1025 1028 1086 TO 1106 1108 TO 1128 1131 -
633. 1189 TO 1209 1211 TO 1231 1234 1292 TO 1312 1314 TO 1334 1337 1395 TO 1415 -
634. 1417 TO 1437 1440 END 0 0.23 0
635. 14 39 54 77 99 157 180 202 260 283 305 363 386 408 466 489 511 569 592 614 -
636. 672 695 717 775 798 820 878 901 923 981 1004 1026 1084 1107 1129 1187 1210 -
637. 1232 1290 1313 1335 1393 1416 1438 1454 1479 1494 1495 1502 -
638. 1503 START 0 -0.25 0
639. 14 39 54 77 99 157 180 202 260 283 305 363 386 408 466 489 511 569 592 614 -
640. 672 695 717 775 798 820 878 901 923 981 1004 1026 1084 1107 1129 1187 1210 -
641. 1232 1290 1313 1335 1393 1416 1438 1454 1479 1494 1495 1502 -
642. 1503 END 0 -0.25 0
643. MEMBER RELEASE
644. 55 100 158 203 261 306 364 409 467 512 570 615 673 718 776 821 879 924 982 -
645. 1027 1085 1130 1188 1233 1291 1336 1394 1439 START FX FZ MX MY MZ
646. 55 100 158 203 261 306 364 409 467 512 570 615 673 718 776 821 879 924 982 -
647. 1027 1085 1130 1188 1233 1291 1336 1394 1439 END FZ MX MY MZ
648. SLAVE RIGID MASTER 29 JOINT 4 TO 24 29 TO 49 53 59 61 TO 80 86 88 TO 107 112 -
649. 116 118 TO 137 142 144 TO 163 168 172 174 TO 193 198 200 TO 219 224 228 230 -
650. 231 TO 249 254 256 TO 275 280 284 286 TO 305 310 312 TO 331 336 340 -
651. 342 TO 361 367 369 TO 388 393 399 401 TO 420 426 428 TO 447 452 456 -
652. 458 TO 477 482 484 TO 503 508 512 514 TO 533 538 540 TO 559 564 568 -
653. 570 TO 589 594 596 TO 615 620 624 626 TO 645 650 652 TO 671 676 680 -
654. 682 TO 701 706 708 TO 727 732 736 738 TO 757 763 765 TO 784 789 795 TO 815 -

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655. 820 TO 840 844

656. DEFINE WIND LOAD

*** NOTE: If any floor diaphragm is present in the model Wind Load definition
should be defined after Floor Diaphragm definition. Otherwise wind
load generation may be unsuccessful during analysis.

657. TYPE 1 WIND 1

658. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
659. ASCE-7-2010:PARAMS 95.000 MPH 0 1 1 0 0.000 FT 0.000 FT 0.000 FT 1 -
660. 2 10.000 M 84.000 M 30.000 M 2.000 0.010 0 -
661. 0 0 0 0 0.719 1.000 1.000 0.850 0 -
662. 0 0 0 0.840 0.800 -0.180
663. !> END GENERATED DATA BLOCK
664. INT 0.484667 0.484667 0.493845 0.50249 0.510671 0.518442 0.525851 0.532935 -
665. 0.539727 0.546253 0.552538 0.558601 0.564462 0.570134 0.575633 0.825686 HEIG -
666. 0 4.572 4.98954 5.40708 5.82462 6.24215 6.65969 7.07723 7.49477 -
667. 7.91231 8.32985 8.74739 9.16492 9.58246 10 10
668. EXP 1 JOINT 1 TO 27 29 TO 53 56 TO 84 86 TO 365 367 TO 393 396 TO 424 426 -
669. 427 TO 761 763 TO 789 792 TO 818 820 TO 845 849 853 857
670. DEFINE MOVING LOAD
671. TYPE 1 LOAD 100
672. DIST 0 WID 14.32
673. LOAD 1 LOADTYPE DEAD TITLE LOAD CASE 1
674. SELFWEIGHT Y -1 LIST ALL
675. MEMBER LOAD
676. 4 TO 13 15 TO 25 29 TO 38 40 TO 50 106 TO 126 132 TO 152 209 TO 229 -
677. 235 TO 255 312 TO 332 338 TO 358 415 TO 435 441 TO 461 518 TO 538 -
678. 544 TO 564 621 TO 641 647 TO 667 724 TO 744 750 TO 770 827 TO 847 -
679. 853 TO 873 930 TO 950 956 TO 976 1033 TO 1053 1059 TO 1079 1136 TO 1156 1162 -
680. 1163 TO 1182 1239 TO 1259 1265 TO 1285 1342 TO 1362 1368 TO 1388 1444 TO 1453 -
681. 1455 TO 1465 1469 TO 1478 1480 TO 1490 UNI GY -1.
682. 54 99 157 202 260 305 363 408 466 511 569 614 672 717 775 820 878 923 981 -
683. 1026 1084 1129 1187 1232 1290 1335 1393 1438 UNI GY -1.5
684. LOAD 2 LOADTYPE LIVE TITLE LOAD CASE 2
685. MEMBER LOAD
686. 4 TO 13 15 TO 25 29 TO 38 40 TO 50 106 TO 126 132 TO 152 209 TO 229 -
687. 235 TO 255 312 TO 332 338 TO 358 415 TO 435 441 TO 461 518 TO 538 -
688. 544 TO 564 621 TO 641 647 TO 667 724 TO 744 750 TO 770 827 TO 847 -
689. 853 TO 873 930 TO 950 956 TO 976 1033 TO 1053 1059 TO 1079 1136 TO 1156 1162 -
690. 1163 TO 1182 1239 TO 1259 1265 TO 1285 1342 TO 1362 1368 TO 1388 1444 TO 1453 -
691. 1455 TO 1465 1469 TO 1478 1480 TO 1490 UNI GY -0.5
692. JOINT LOAD
693. 60 108 117 164 173 220 229 276 285 332 341 389 400 448 457 504 513 560 569 -
694. 616 625 672 681 728 737 785 FY -120
695. 81 87 138 143 194 199 250 255 306 311 362 368 421 427 478 483 534 539 590 -
696. 595 646 651 702 707 758 764 FY -40
697. LOAD 3 LOADTYPE WIND TITLE LOAD CASE 3
698. SELFWEIGHT Y -1 LIST ALL
699. WIND LOAD X 1 TYPE 1 XR 0 84 YR 0 11.2 ZR 0 30
700. LOAD 4 LOADTYPE WIND TITLE LOAD CASE 4
701. SELFWEIGHT Y -1 LIST ALL
702. WIND LOAD -X 1 TYPE 1 XR 0 84 YR 0 11.2 ZR 0 30

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703. LOAD 5 LOADTYPE WIND TITLE LOAD CASE 5

704. SELFWEIGHT Y -1 LIST ALL
705. WIND LOAD Z 1 TYPE 1 XR 0 84 YR 0 11.2 ZR 0 30
706. LOAD 6 LOADTYPE WIND TITLE LOAD CASE 6
707. SELFWEIGHT Y -1 LIST ALL
708. WIND LOAD -Z 1 TYPE 1 XR 0 84 YR 0 11.2 ZR 0 30
709. LOAD 7 LOADTYPE LIVE TITLE LOAD CASE 7
710. REPEAT LOAD
711. 2 1.0
712. LOAD COMB 8 GENERATED AISC GENERAL 1
713. 1 1.0
714. LOAD COMB 9 GENERATED AISC GENERAL 2
715. 1 1.0 2 1.0 7 1.0
716. LOAD COMB 10 GENERATED AISC GENERAL 3
717. 1 1.0 2 0.75 7 0.75
718. LOAD COMB 11 GENERATED AISC GENERAL 4
719. 1 1.0 3 1.0
720. LOAD COMB 12 GENERATED AISC GENERAL 5
721. 1 1.0 4 1.0
722. LOAD COMB 13 GENERATED AISC GENERAL 6
723. 1 1.0 5 1.0
724. LOAD COMB 14 GENERATED AISC GENERAL 7
725. 1 1.0 6 1.0
726. LOAD COMB 15 GENERATED AISC GENERAL 8
727. 1 1.0 2 0.75 7 0.75 3 0.75
728. LOAD COMB 16 GENERATED AISC GENERAL 9
729. 1 1.0 2 0.75 7 0.75 4 0.75
730. LOAD COMB 17 GENERATED AISC GENERAL 10
731. 1 1.0 2 0.75 7 0.75 5 0.75
732. LOAD COMB 18 GENERATED AISC GENERAL 11
733. 1 1.0 2 0.75 7 0.75 6 0.75
734. LOAD COMB 19 GENERATED AISC GENERAL 12
735. 1 0.6 3 1.0
736. LOAD COMB 20 GENERATED AISC GENERAL 13
737. 1 0.6 4 1.0
738. LOAD COMB 21 GENERATED AISC GENERAL 14
739. 1 0.6 5 1.0
740. LOAD COMB 22 GENERATED AISC GENERAL 15
741. 1 0.6 6 1.0
742. LOAD COMB 23 GENERATED AISC GENERAL 16
743. 1 0.6
744. PERFORM ANALYSIS

D:\Staad Files\Saudi KAD2.anl Page 14 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 15

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

NUMBER OF JOINTS 848 NUMBER OF MEMBERS 1509

NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 49

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 7, TOTAL DEGREES OF FREEDOM = 930

TOTAL LOAD COMBINATION CASES = 16 SO FAR.

745. PARAMETER 1
746. CODE LRFD
747. CHECK CODE MEMB 2 TO 13 15 TO 25 27 TO 38 40 TO 50 52 53 55 100 103 TO 127 -
748. 129 TO 153 155 156 158 203 206 TO 230 232 TO 256 258 259 261 306 309 TO 333 -
749. 335 TO 359 361 362 364 409 412 TO 436 438 TO 462 464 465 467 512 515 TO 539 -
750. 541 TO 565 567 568 570 615 618 TO 642 644 TO 668 670 671 673 718 721 TO 745 -
751. 747 TO 771 773 774 776 821 824 TO 848 850 TO 874 876 877 879 924 927 TO 951 -
752. 953 TO 977 979 980 982 1027 1030 TO 1054 1056 TO 1080 1082 1083 1085 1130 -
753. 1133 TO 1157 1159 TO 1183 1185 1186 1188 1233 1234 1236 TO 1260 1262 TO 1286 -
754. 1288 1289 1291 1336 1339 TO 1363 1365 TO 1389 1391 1392 1394 1439 -
755. 1442 TO 1453 1455 TO 1465 1467 TO 1478 1480 TO 1490 1492 1493 1497 1498 1500 -
756. 1501 1505 1506 1508 1509

D:\Staad Files\Saudi KAD2.anl Page 15 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 16

STAAD.Pro CODE CHECKING - (LRFD 3RD EDITION) v1.0

***********************

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

2 ST IPEA360 (DUTCH SECTIONS)

PASS LRFD-H1-1A-C 0.464 17
114.83 C -0.08 -24.37 0.00
3 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.224 11
26.40 C 7.41 -2.70 2.10
4 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
5 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
6 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
7 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
8 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
9 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
10 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
11 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
12 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
13 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
15 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
16 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
17 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 16 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 17

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

18 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
19 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
20 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
21 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
22 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
23 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
24 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
25 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
27 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.168 11
66.36 C 29.20 0.25 0.00
28 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.140 11
52.63 C -24.82 -0.02 0.00
29 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
30 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
31 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
32 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
33 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 17 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 18

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

34 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
35 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
36 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
37 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
38 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
40 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
41 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
42 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
43 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
44 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
45 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
46 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
47 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
48 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
49 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 18 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 19

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

50 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
52 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.535 18
119.60 C -0.08 -32.63 0.00
53 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.211 13
29.72 C 0.05 39.25 2.10
55 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
100 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
103 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.80 C 0.00 -63.19 6.00
104 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.318 17
26.52 T 0.00 61.65 0.00
105 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 -120.06 0.50
106 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
107 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
108 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
109 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
110 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
111 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
112 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 19 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 20

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

113 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
114 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
115 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
116 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
117 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
118 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
119 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
120 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
121 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
122 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
123 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
124 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
125 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
126 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
127 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 40.06 0.50

D:\Staad Files\Saudi KAD2.anl Page 20 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 21

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

129 ST HE300B (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.118 17
256.35 C 0.03 -24.45 0.00
130 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.092 13
40.07 C -0.02 33.98 5.10
131 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 -40.06 0.50
132 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
133 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
134 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
135 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
136 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
137 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
138 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
139 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
140 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
141 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
142 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
143 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 21 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 22

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

144 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
145 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
146 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
147 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
148 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
149 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
150 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
151 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
152 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
153 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 120.06 0.50
155 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.80 C 0.00 63.19 6.00
156 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.301 9
47.76 T 0.00 -56.87 0.00
158 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
203 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
206 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 -63.18 6.00

D:\Staad Files\Saudi KAD2.anl Page 22 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 23

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

207 ST IPEA360 (DUTCH SECTIONS)

PASS LRFD-H1-1B-T 0.318 17
26.50 T 0.00 61.66 0.00
208 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 -120.06 0.50
209 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
210 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
211 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
212 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
213 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
214 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
215 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
216 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
217 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
218 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
219 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
220 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
221 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 23 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 24

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

222 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
223 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
224 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
225 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
226 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
227 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
228 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
229 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
230 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 40.06 0.50
232 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.118 17
256.37 C 0.00 -24.44 0.00
233 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.092 13
40.09 C 0.00 33.97 5.10
234 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 -40.06 0.50
235 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
236 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
237 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 24 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 25

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

238 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
239 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
240 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
241 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
242 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
243 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
244 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
245 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
246 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
247 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
248 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
249 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
250 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
251 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
252 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 25 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 26

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

253 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
254 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
255 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
256 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 120.06 0.50
258 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 63.18 6.00
259 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.302 9
47.75 T 0.00 -56.88 0.00
261 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
306 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
309 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 -63.18 6.00
310 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.318 17
26.50 T 0.00 61.66 0.00
311 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 -120.06 0.50
312 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
313 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
314 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
315 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 26 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 27

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

316 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
317 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
318 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
319 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
320 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
321 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
322 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
323 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
324 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
325 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
326 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
327 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
328 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
329 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
330 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 27 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 28

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

331 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
332 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
333 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 40.06 0.50
335 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.118 17
256.37 C 0.00 -24.43 0.00
336 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.092 13
40.09 C 0.00 33.97 5.10
337 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 -40.06 0.50
338 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
339 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
340 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
341 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
342 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
343 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
344 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
345 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
346 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 28 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 29

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

347 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
348 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
349 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
350 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
351 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
352 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
353 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
354 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
355 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
356 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
357 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
358 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
359 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 120.06 0.50
361 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 63.18 6.00
362 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.302 9
47.75 T 0.00 -56.88 0.00

D:\Staad Files\Saudi KAD2.anl Page 29 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 30

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

364 ST IPE200 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
409 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
412 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 -63.18 6.00
413 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.318 17
26.50 T 0.00 61.66 0.00
414 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 -120.06 0.50
415 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
416 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
417 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
418 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
419 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
420 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
421 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
422 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
423 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
424 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 30 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 31

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

425 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
426 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
427 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
428 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
429 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
430 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
431 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
432 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
433 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
434 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
435 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
436 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 40.06 0.50
438 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.118 17
256.37 C 0.00 -24.43 0.00
439 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.092 13
40.09 C 0.00 33.97 5.10
440 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 -40.06 0.50

D:\Staad Files\Saudi KAD2.anl Page 31 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 32

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

441 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
442 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
443 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
444 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
445 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
446 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
447 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
448 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
449 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
450 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
451 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
452 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
453 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
454 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
455 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 32 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 33

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

456 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
457 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
458 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
459 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
460 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
461 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
462 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 120.06 0.50
464 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 63.18 6.00
465 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.302 9
47.75 T 0.00 -56.88 0.00
467 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
512 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
515 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 -63.18 6.00
516 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.318 17
26.50 T 0.00 61.66 0.00
517 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 -120.06 0.50
518 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 33 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 34

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

519 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
520 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
521 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
522 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
523 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
524 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
525 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
526 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
527 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
528 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
529 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
530 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
531 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
532 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
533 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 34 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 35

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

534 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
535 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
536 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
537 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
538 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
539 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 40.06 0.50
541 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.118 17
256.37 C 0.00 -24.43 0.00
542 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.092 13
40.09 C 0.00 33.97 5.10
543 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 -40.06 0.50
544 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
545 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
546 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
547 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
548 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
549 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 35 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 36

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

550 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
551 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
552 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
553 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
554 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
555 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
556 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
557 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
558 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
559 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
560 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
561 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
562 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
563 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
564 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 36 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 37

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

565 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.759 9
0.00 C 0.00 120.06 0.50
567 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 63.18 6.00
568 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.302 9
47.75 T 0.00 -56.88 0.00
570 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
615 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
618 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 -63.18 6.00
619 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.318 17
26.50 T 0.00 61.66 0.00
620 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 -120.06 0.50
621 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
622 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
623 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
624 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
625 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
626 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
627 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 37 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 38

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

628 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
629 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
630 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
631 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
632 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
633 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
634 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
635 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
636 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
637 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
638 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
639 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
640 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
641 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
642 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 40.06 0.50

D:\Staad Files\Saudi KAD2.anl Page 38 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 39

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

644 ST HE300B (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.118 17
256.37 C 0.00 -24.43 0.00
645 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.092 13
40.09 C 0.00 33.97 5.10
646 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 -40.06 0.50
647 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
648 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
649 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
650 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
651 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
652 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
653 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
654 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
655 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
656 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
657 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
658 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 39 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 40

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

659 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
660 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
661 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
662 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
663 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
664 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
665 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
666 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
667 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
668 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 120.06 0.50
670 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 63.18 6.00
671 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.302 9
47.75 T 0.00 -56.88 0.00
673 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
718 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
721 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 -63.18 6.00

D:\Staad Files\Saudi KAD2.anl Page 40 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 41

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

722 ST IPEA360 (DUTCH SECTIONS)

PASS LRFD-H1-1B-T 0.318 17
26.50 T 0.00 61.66 0.00
723 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 -120.06 0.50
724 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
725 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
726 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
727 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
728 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
729 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
730 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
731 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
732 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
733 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
734 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
735 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
736 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 41 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 42

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

737 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
738 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
739 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
740 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
741 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
742 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
743 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
744 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
745 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 40.06 0.50
747 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.118 17
256.37 C 0.00 -24.43 0.00
748 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.092 13
40.09 C 0.00 33.97 5.10
749 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 -40.06 0.50
750 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
751 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
752 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 42 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 43

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

753 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
754 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
755 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
756 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
757 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
758 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
759 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
760 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
761 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
762 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
763 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
764 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
765 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
766 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
767 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 43 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 44

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

768 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
769 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
770 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
771 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 120.06 0.50
773 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 63.18 6.00
774 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.302 9
47.75 T 0.00 -56.88 0.00
776 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
821 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
824 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 -63.18 6.00
825 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.318 17
26.50 T 0.00 61.66 0.00
826 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 -120.06 0.50
827 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
828 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
829 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
830 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 44 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 45

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

831 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
832 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
833 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
834 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
835 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
836 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
837 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
838 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
839 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
840 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
841 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
842 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
843 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
844 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
845 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 45 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 46

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

846 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
847 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
848 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 40.06 0.50
850 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.118 17
256.37 C 0.00 -24.43 0.00
851 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.092 13
40.09 C 0.00 33.97 5.10
852 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 -40.06 0.50
853 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
854 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
855 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
856 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
857 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
858 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
859 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
860 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
861 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 46 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 47

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

862 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
863 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
864 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
865 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
866 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
867 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
868 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
869 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
870 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
871 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
872 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
873 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
874 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 120.06 0.50
876 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 63.18 6.00
877 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.302 9
47.75 T 0.00 -56.88 0.00

D:\Staad Files\Saudi KAD2.anl Page 47 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 48

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

879 ST IPE200 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
924 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
927 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 -63.18 6.00
928 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.318 17
26.50 T 0.00 61.66 0.00
929 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 -120.06 0.50
930 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
931 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
932 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
933 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
934 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
935 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
936 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
937 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
938 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
939 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 48 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 49

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

940 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
941 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
942 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
943 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
944 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
945 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
946 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
947 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
948 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
949 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
950 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
951 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 40.06 0.50
953 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.118 17
256.37 C 0.00 -24.43 0.00
954 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.092 13
40.09 C 0.00 33.97 5.10
955 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 -40.06 0.50

D:\Staad Files\Saudi KAD2.anl Page 49 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 50

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

956 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
957 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
958 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
959 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
960 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
961 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
962 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
963 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
964 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
965 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
966 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
967 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
968 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
969 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
970 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 50 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 51

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

971 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
972 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
973 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
974 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
975 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
976 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
977 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 120.06 0.50
979 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 63.18 6.00
980 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.302 9
47.75 T 0.00 -56.88 0.00
982 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
1027 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
1030 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 -63.18 6.00
1031 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.318 17
26.50 T 0.00 61.66 0.00
1032 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 -120.06 0.50
1033 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 51 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 52

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1034 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1035 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1036 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1037 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1038 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1039 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1040 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1041 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1042 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1043 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1044 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1045 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1046 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1047 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1048 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 52 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 53

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1049 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1050 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1051 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1052 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1053 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1054 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 40.06 0.50
1056 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.118 17
256.37 C 0.00 -24.43 0.00
1057 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.092 13
40.09 C 0.00 33.97 5.10
1058 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 -40.06 0.50
1059 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1060 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1061 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1062 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1063 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1064 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 53 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 54

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1065 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1066 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1067 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1068 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1069 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1070 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1071 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1072 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1073 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1074 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1075 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1076 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1077 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1078 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1079 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 54 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 55

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1080 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.759 9
0.00 C 0.00 120.06 0.50
1082 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 63.18 6.00
1083 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.302 9
47.75 T 0.00 -56.88 0.00
1085 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
1130 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
1133 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 -63.18 6.00
1134 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.318 17
26.50 T 0.00 61.66 0.00
1135 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 -120.06 0.50
1136 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1137 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1138 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1139 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1140 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1141 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1142 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 55 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 56

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1143 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1144 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1145 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1146 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1147 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1148 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1149 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1150 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1151 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1152 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1153 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1154 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1155 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1156 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1157 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 40.06 0.50

D:\Staad Files\Saudi KAD2.anl Page 56 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 57

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1159 ST HE300B (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.118 17
256.37 C 0.00 -24.43 0.00
1160 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.092 13
40.09 C 0.00 33.97 5.10
1161 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 -40.06 0.50
1162 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1163 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1164 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1165 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1166 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1167 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1168 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1169 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1170 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1171 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1172 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1173 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 57 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 58

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1174 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1175 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1176 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1177 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1178 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1179 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1180 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1181 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1182 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1183 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 120.06 0.50
1185 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 63.18 6.00
1186 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.302 9
47.75 T 0.00 -56.88 0.00
1188 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
1233 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
1234 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 58 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 59

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1236 ST IPEA360 (DUTCH SECTIONS)

PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 -63.18 6.00
1237 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.318 17
26.50 T 0.00 61.66 0.00
1238 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 -120.06 0.50
1239 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1240 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1241 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1242 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1243 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1244 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1245 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1246 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1247 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1248 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1249 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1250 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 59 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 60

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1251 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1252 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1253 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1254 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1255 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1256 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1257 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1258 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1259 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1260 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 40.06 0.50
1262 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.118 17
256.37 C 0.00 -24.44 0.00
1263 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.092 13
40.09 C 0.00 33.97 5.10
1264 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 -40.06 0.50
1265 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1266 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 60 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 61

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1267 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1268 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1269 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1270 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1271 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1272 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1273 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1274 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1275 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1276 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1277 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1278 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1279 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1280 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1281 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 61 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 62

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1282 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1283 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1284 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1285 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1286 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 120.06 0.50
1288 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.81 C 0.00 63.18 6.00
1289 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.302 9
47.75 T 0.00 -56.88 0.00
1291 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
1336 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
1339 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.80 C 0.00 -63.19 6.00
1340 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-T 0.318 17
26.52 T 0.00 61.65 0.00
1341 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 -120.06 0.50
1342 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1343 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1344 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 62 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 63

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1345 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1346 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1347 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1348 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1349 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1350 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1351 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1352 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1353 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1354 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1355 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1356 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1357 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1358 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1359 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 63 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 64

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1360 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1361 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1362 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1363 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 40.06 0.50
1365 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.118 17
256.35 C -0.03 -24.45 0.00
1366 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.092 13
40.07 C 0.02 33.98 5.10
1367 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.254 9
0.00 C 0.00 -40.06 0.50
1368 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1369 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1370 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1371 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1372 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1373 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1374 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1375 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 64 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 65

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1376 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1377 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1378 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1379 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1380 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1381 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1382 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1383 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1384 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1385 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1386 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1387 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1388 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1389 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.759 9
0.00 C 0.00 120.06 0.50
1391 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.936 9
193.80 C 0.00 63.19 6.00

D:\Staad Files\Saudi KAD2.anl Page 65 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 66

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1392 ST IPEA360 (DUTCH SECTIONS)

PASS LRFD-H1-1B-T 0.301 9
47.76 T 0.00 -56.87 0.00
1394 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
1439 ST IPE200 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.098 11
0.00 C 0.00 -1.97 3.00
1442 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.464 17
114.83 C 0.08 -24.37 0.00
1443 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.184 14
23.36 C -0.05 34.39 2.10
1444 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1445 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1446 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1447 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1448 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1449 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1450 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1451 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1452 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1453 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 66 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 67

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1455 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1456 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1457 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1458 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1459 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1460 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1461 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1462 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1463 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1464 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1465 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 C 0.00 0.11 0.00
1467 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.173 12
66.77 C 30.15 0.25 0.00
1468 ST HE300B (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.140 12
53.03 C -24.64 -0.02 0.00
1469 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1470 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 67 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 68

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1471 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1472 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1473 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1474 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1475 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1476 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1477 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1478 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1480 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1481 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1482 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1483 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1484 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1485 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1486 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00

D:\Staad Files\Saudi KAD2.anl Page 68 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 69

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1487 ST IPEA360 (DUTCH SECTIONS)

PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1488 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1489 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1490 ST IPEA360 (DUTCH SECTIONS)
PASS SHEAR-Y 0.003 15
0.19 T 0.00 0.11 0.00
1492 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1A-C 0.535 18
119.60 C 0.08 -32.63 0.00
1493 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.219 12
26.67 C 7.31 2.16 2.10
1497 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.013 11
10.32 C 0.00 0.00 0.00
1498 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.003 11
4.42 C 0.00 0.00 0.00
1500 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.013 11
10.32 C 0.00 0.00 0.00
1501 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.003 11
4.42 C 0.00 0.00 0.00
1505 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.013 11
10.32 C 0.00 0.00 0.00
1506 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.003 11
4.42 C 0.00 0.00 0.00
1508 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.013 11
10.32 C 0.00 0.00 0.00
1509 ST IPEA360 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.003 11
4.42 C 0.00 0.00 0.00

D:\Staad Files\Saudi KAD2.anl Page 69 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 70

************** END OF TABULATED RESULT OF DESIGN **************

757. CHECK CODE MEMB 56 TO 76 78 TO 98 101 159 TO 179 181 TO 201 204 262 TO 282 -
758. 284 TO 304 307 365 TO 385 387 TO 407 410 468 TO 488 490 TO 510 513 -
759. 571 TO 591 593 TO 613 616 674 TO 694 696 TO 716 719 777 TO 797 799 TO 819 -
760. 822 880 TO 900 902 TO 922 925 983 TO 1003 1005 TO 1025 1028 1086 TO 1106 -
761. 1108 TO 1128 1131 1189 TO 1209 1211 TO 1231 1234 1292 TO 1312 1314 TO 1334 -
762. 1337 1395 TO 1415 1417 TO 1437 1440

D:\Staad Files\Saudi KAD2.anl Page 70 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 71

STAAD.Pro CODE CHECKING - (LRFD 3RD EDITION) v1.0

***********************

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

56 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
57 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
58 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
59 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
60 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
61 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
62 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
63 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
64 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
65 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
66 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
67 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
68 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
69 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
70 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 71 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 72

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

71 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
72 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
73 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
74 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
75 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
76 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
78 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00
79 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
80 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
81 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
82 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
83 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
84 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
85 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
86 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 72 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 73

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

87 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
88 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
89 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
90 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
91 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
92 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
93 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
94 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
95 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
96 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
97 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
98 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
101 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
159 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
160 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 73 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 74

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

161 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
162 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
163 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
164 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
165 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
166 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
167 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
168 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
169 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
170 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
171 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
172 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
173 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
174 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
175 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 74 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 75

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

176 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
177 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
178 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
179 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
181 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00
182 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
183 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
184 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
185 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
186 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
187 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
188 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
189 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
190 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
191 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 75 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 76

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

192 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
193 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
194 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
195 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
196 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
197 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
198 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
199 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
200 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
201 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
204 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
262 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
263 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
264 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
265 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 76 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 77

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

266 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
267 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
268 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
269 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
270 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
271 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
272 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
273 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
274 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
275 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
276 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
277 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
278 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
279 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
280 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 77 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 78

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

281 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
282 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
284 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00
285 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
286 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
287 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
288 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
289 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
290 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
291 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
292 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
293 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
294 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
295 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
296 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 78 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 79

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

297 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
298 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
299 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
300 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
301 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
302 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
303 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
304 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
307 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
365 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
366 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
367 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
368 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
369 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
370 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 79 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 80

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

371 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
372 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
373 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
374 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
375 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
376 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
377 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
378 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
379 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
380 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
381 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
382 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
383 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
384 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
385 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 80 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 81

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

387 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00
388 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
389 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
390 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
391 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
392 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
393 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
394 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
395 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
396 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
397 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
398 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
399 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
400 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
401 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 81 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 82

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

402 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
403 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
404 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
405 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
406 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
407 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
410 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
468 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
469 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
470 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
471 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
472 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
473 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
474 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
475 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 82 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 83

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

476 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
477 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
478 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
479 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
480 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
481 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
482 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
483 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
484 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
485 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
486 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
487 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
488 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
490 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00
491 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 83 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 84

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

492 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
493 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
494 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
495 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
496 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
497 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
498 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
499 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
500 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
501 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
502 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
503 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
504 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
505 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
506 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 84 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 85

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

507 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
508 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
509 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
510 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
513 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
571 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
572 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
573 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
574 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
575 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
576 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
577 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
578 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
579 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
580 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 85 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 86

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

581 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
582 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
583 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
584 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
585 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
586 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
587 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
588 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
589 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
590 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
591 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
593 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00
594 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
595 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
596 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 86 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 87

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

597 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
598 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
599 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
600 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
601 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
602 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
603 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
604 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
605 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
606 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
607 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
608 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
609 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
610 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
611 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 87 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 88

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

612 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
613 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
616 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
674 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
675 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
676 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
677 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
678 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
679 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
680 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
681 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
682 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
683 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
684 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
685 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 88 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 89

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

686 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
687 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
688 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
689 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
690 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
691 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
692 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
693 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
694 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
696 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00
697 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
698 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
699 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
700 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
701 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 89 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 90

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

702 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
703 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
704 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
705 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
706 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
707 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
708 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
709 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
710 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
711 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
712 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
713 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
714 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
715 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
716 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 90 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 91

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

719 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
777 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
778 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
779 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
780 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
781 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
782 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
783 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
784 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
785 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
786 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
787 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
788 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
789 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
790 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 91 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 92

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

791 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
792 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
793 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
794 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
795 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
796 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
797 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
799 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00
800 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
801 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
802 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
803 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
804 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
805 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
806 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 92 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 93

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

807 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
808 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
809 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
810 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
811 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
812 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
813 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
814 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
815 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
816 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
817 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
818 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
819 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
822 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
880 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 93 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 94

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

881 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
882 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
883 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
884 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
885 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
886 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
887 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
888 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
889 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
890 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
891 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
892 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
893 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
894 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
895 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 94 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 95

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

896 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
897 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
898 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
899 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
900 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
902 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00
903 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
904 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
905 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
906 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
907 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
908 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
909 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
910 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
911 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 95 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 96

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

912 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
913 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
914 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
915 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
916 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
917 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
918 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
919 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
920 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
921 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
922 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
925 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
983 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
984 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
985 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 96 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 97

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

986 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
987 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
988 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
989 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
990 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
991 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
992 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
993 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
994 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
995 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
996 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
997 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
998 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
999 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1000 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 97 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 98

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1001 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1002 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1003 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1005 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00
1006 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1007 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1008 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1009 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1010 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1011 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1012 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1013 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1014 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1015 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1016 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 98 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 99

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1017 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1018 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1019 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1020 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1021 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1022 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1023 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1024 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1025 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1028 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1086 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1087 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1088 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1089 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1090 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 99 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 100

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1091 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1092 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1093 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1094 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1095 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1096 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1097 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1098 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1099 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1100 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1101 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1102 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1103 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1104 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1105 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 100 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 101

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1106 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1108 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00
1109 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1110 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1111 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1112 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1113 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1114 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1115 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1116 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1117 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1118 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1119 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1120 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1121 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 101 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 102

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1122 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1123 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1124 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1125 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1126 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1127 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1128 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1131 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1189 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1190 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1191 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1192 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1193 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1194 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1195 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 102 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 103

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1196 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1197 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1198 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1199 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1200 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1201 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1202 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1203 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1204 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1205 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1206 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1207 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1208 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1209 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1211 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00

D:\Staad Files\Saudi KAD2.anl Page 103 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 104

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1212 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1213 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1214 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1215 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1216 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1217 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1218 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1219 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1220 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1221 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1222 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1223 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1224 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1225 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1226 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 104 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 105

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1227 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1228 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1229 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1230 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1231 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1234 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1292 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1293 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1294 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1295 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1296 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1297 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1298 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1299 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1300 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 105 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 106

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1301 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1302 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1303 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1304 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1305 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1306 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1307 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1308 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1309 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1310 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1311 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1312 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1314 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00
1315 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1316 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 106 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 107

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1317 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1318 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1319 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1320 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1321 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1322 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1323 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1324 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1325 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1326 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1327 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1328 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1329 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1330 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1331 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 107 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 108

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1332 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1333 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1334 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1337 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1395 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1396 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1397 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1398 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1399 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1400 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1401 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1402 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1403 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1404 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1405 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 108 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 109

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1406 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1407 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1408 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1409 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1410 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1411 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1412 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1413 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1414 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1415 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C -0.10 0.38 0.00
1417 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.066 11
0.00 C 0.00 0.39 0.00
1418 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1419 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1420 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1421 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 109 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 110

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1422 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1423 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1424 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1425 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1426 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1427 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1428 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1429 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1430 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1431 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1432 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1433 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1434 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1435 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1436 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

D:\Staad Files\Saudi KAD2.anl Page 110 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 111

ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION
=======================================================================

1437 ST KK100X50X3 (DUTCH SECTIONS)

PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00
1440 ST KK100X50X3 (DUTCH SECTIONS)
PASS LRFD-H1-1B-C 0.091 11
0.00 C 0.10 0.38 0.00

************** END OF TABULATED RESULT OF DESIGN **************

763. STEEL TAKE OFF LIST 2 TO 13 15 TO 25 27 29 TO 38 40 TO 50 52 53 55 TO 76 78 -

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STAAD SPACE -- PAGE NO. 112

STEEL TAKE-OFF
--------------

PROFILE LENGTH(METE) WEIGHT(KN )

764. 79 TO 98 100 101 103 TO 127 129 131 TO 153 155 156 158 TO 179 181 TO 201 203 -
765. 204 206 TO 230 232 TO 256 258 259 261 TO 282 284 TO 304 306 307 309 TO 333 -
766. 335 TO 359 361 362 364 TO 385 387 TO 407 409 410 412 TO 436 438 TO 462 464 -
767. 465 467 TO 488 490 TO 510 512 513 515 TO 539 541 TO 565 567 568 570 TO 591 -
768. 593 TO 613 615 616 618 TO 642 644 646 TO 668 670 671 673 TO 694 696 TO 716 -
769. 718 719 721 TO 745 747 749 TO 771 773 774 776 TO 797 799 TO 819 821 822 824 -
770. 825 TO 848 850 TO 874 876 877 879 TO 900 902 TO 922 924 925 927 TO 951 953 -
771. 954 TO 977 979 980 982 TO 1003 1005 TO 1025 1027 1028 1030 TO 1054 -
772. 1056 TO 1080 1082 1083 1085 TO 1106 1108 TO 1128 1130 1131 1133 TO 1157 1159 -
773. 1160 TO 1183 1185 1186 1188 TO 1209 1211 TO 1231 1233 1234 1236 TO 1260 1262 -
774. 1263 TO 1286 1288 1289 1291 TO 1312 1314 TO 1334 1336 1337 1339 TO 1363 1365 -
775. 1367 TO 1389 1391 1392 1394 TO 1415 1417 TO 1437 1439 1440 1442 TO 1453 1455 -
776. 1456 TO 1465 1467 1469 TO 1478 1480 TO 1490 1492 1493 1497 1500 1505 1508
ST IPEA360 746.62 367.071
ST HE300B 135.90 155.553
ST IPE200 168.00 36.781
ST KK100X50X3 3611.98 235.296
----------------
TOTAL = 794.701

************ END OF DATA FROM INTERNAL STORAGE ************

777. START CONCRETE DESIGN

778. CODE ACI
779. FC 21000 MEMB 1 14 26 39 51 54 77 99 102 128 154 157 180 202 205 231 257 260 -
780. 283 305 308 334 360 363 386 408 411 437 463 466 489 511 514 540 566 569 592 -
781. 614 617 643 669 672 695 717 720 746 772 775 798 820 823 849 875 878 901 923 -
782. 926 952 978 981 1004 1026 1029 1055 1081 1084 1107 1129 1132 1158 1184 1187 -
783. 1210 1232 1235 1261 1287 1290 1313 1335 1338 1364 1390 1393 1416 1438 1441 -
784. 1454 1466 1479 1491 1494 TO 1496 1499 1502 TO 1504 1507
785. TRACK 0 MEMB 1 14 26 39 51 54 77 99 102 128 154 157 180 202 205 231 257 260 -
786. 283 305 308 334 360 363 386 408 411 437 463 466 489 511 514 540 566 569 592 -
787. 614 617 643 669 672 695 717 720 746 772 775 798 820 823 849 875 878 901 923 -
788. 926 952 978 981 1004 1026 1029 1055 1081 1084 1107 1129 1132 1158 1184 1187 -
789. 1210 1232 1235 1261 1287 1290 1313 1335 1338 1364 1390 1393 1416 1438 1441 -
790. 1454 1466 1479 1491 1494 TO 1496 1499 1502 TO 1504 1507
791. DESIGN BEAM 14 39 54 77 99 157 180 202 260 283 305 363 386 408 466 489 511 -
792. 569 592 614 672 695 717 775 798 820 878 901 923 981 1004 1026 1084 1107 1129 -
793. 1187 1210 1232 1290 1313 1335 1393 1416 1438 1454 1479 1494 1495 1502 1503

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STAAD SPACE -- PAGE NO. 113

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

BEAM NO. 14 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 11820. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 59. 2 - 16MM 1973. 9354. NO NO

2 443. 5 - 12MM 0. 11820. YES YES

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

AT START SUPPORT - Vu= 38.47 KNS Vc= 100.87 KNS Vs= 0.00 KNS
Tu= 0.24 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 11
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 221. MM C/C FOR 5474. MM

AT END SUPPORT - Vu= 38.91 KNS Vc= 100.87 KNS Vs= 0.00 KNS
Tu= 0.24 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 11
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 221. MM C/C FOR 5474. MM

___ 2J____________________ 11820X 300X 500_____________________ 854J____

| |
||=========================================================================||
| 5No12 H 443.| |0.TO11820| | | | | | | | | | | | | | | | | | |
| 26*12c/c221 | | | | | | | | | | | | | | | | | | | | | | | |26*12c/c221 |
| |2No16|H| 59.1973.TO|9354 | | | | | | | | | | | | |
| ================================================= |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#12 | | 5#12 | | 5#12 | | 5#12 | | 5#12 | | 5#12 |
| | | | | | | | | | | |
| | | 2#16 | | 2#16 | | 2#16 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

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STAAD SPACE -- PAGE NO. 114

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

BEAM NO. 39 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 0. 1665. YES NO

2 443. 3 - 12MM 616. 3000. NO YES

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

AT START SUPPORT - Vu= 1.33 KNS Vc= 101.34 KNS Vs= 0.00 KNS
Tu= 0.30 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 8.85 KNS Vc= 101.34 KNS Vs= 0.00 KNS
Tu= 0.30 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 26J____________________ 2999X 300X 500_____________________ 846J____

| |
| ============================================================||
| 3No12 H 443. 616.TO 3000 |
| |
| 2No12 H 57. 0.TO 1665 |
||========================================= |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | ooo | | ooo | | ooo | | ooo |
| | | | | 3#12 | | 3#12 | | 3#12 | | 3#12 |
| | | | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | | | | | |
| oo | | oo | | oo | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

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STAAD SPACE -- PAGE NO. 115

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

BEAM NO. 54 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 549. 6000. NO YES

2 443. 2 - 12MM 0. 3009. YES NO
3 443. 3 - 12MM 4241. 6000. NO YES

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

AT START SUPPORT - Vu= 12.33 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.68 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 13.48 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.68 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 2J____________________ 6000X 300X 500_____________________ 57J____

| |
||===================================== ======================||
| 2No12 H 443. 0.TO 3009 3No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57. 549.TO 6000 |
| =====================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | oo | | | | ooo | | ooo |
| 2#12 | | 2#12 | | 2#12 | | | | 3#12 | | 3#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | oo | | oo | | oo | | oo | | oo |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

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 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 116

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

BEAM NO. 77 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 68. 6000. NO YES

2 443. 2 - 12MM 0. 3009. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 77 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 8.69 KNS Vc= 101.34 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.43 KNS Vc= 101.34 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 26J____________________ 6000X 300X 500_____________________ 83J____

| |
||===================================== ======================||
| 2No12 H 443. 0.TO 3009 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57. 68.TO 6000 |
|==========================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | oo | | | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | oo | | oo | | oo | | oo | | oo |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

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 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 117

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

BEAM NO. 99 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 550. 6000. NO YES

2 443. 2 - 12MM 0. 3009. YES NO
3 443. 3 - 12MM 4241. 6000. NO YES

B E A M N O. 99 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.33 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.68 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 13.48 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.68 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 51J____________________ 6000X 300X 500_____________________ 110J____

| |
||===================================== ======================||
| 2No12 H 443. 0.TO 3009 3No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57. 550.TO 6000 |
| =====================================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | oo | | | | ooo | | ooo |
| 2#12 | | 2#12 | | 2#12 | | | | 3#12 | | 3#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | oo | | oo | | oo | | oo | | oo |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

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 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 118

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

BEAM NO. 157 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 0. 4679. YES NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 157 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.95 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.01 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.87 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.01 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 57J____________________ 6000X 300X 500_____________________ 114J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57. 0.TO 4679 |
||========================================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |
| oo | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

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 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 119

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

BEAM NO. 180 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 0. 4648. YES NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 180 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.09 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.03 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 83J____________________ 6000X 300X 500_____________________ 140J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57. 0.TO 4648 |
||========================================================= |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |
| oo | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 119 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 120

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

BEAM NO. 202 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 0. 4679. YES NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 202 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.95 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.01 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.87 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.01 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 110J____________________ 6000X 300X 500_____________________ 166J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57. 0.TO 4679 |
||========================================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |
| oo | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

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STAAD SPACE -- PAGE NO. 121

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

BEAM NO. 260 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1069. 4681. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 260 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.90 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 114J____________________ 6000X 300X 500_____________________ 170J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1069.TO 4681 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 121 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 122

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

BEAM NO. 283 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1101. 4649. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 283 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.06 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.06 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 140J____________________ 6000X 300X 500_____________________ 196J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1101.TO 4649 |
| ============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 122 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 123

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

BEAM NO. 305 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1069. 4681. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 305 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.90 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 166J____________________ 6000X 300X 500_____________________ 222J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1069.TO 4681 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 123 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 124

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

BEAM NO. 363 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 363 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 170J____________________ 5999X 300X 500_____________________ 226J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 124 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 125

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

BEAM NO. 386 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1101. 4649. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 386 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.06 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.06 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 196J____________________ 5999X 300X 500_____________________ 252J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1101.TO 4649 |
| ============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 125 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 126

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

BEAM NO. 408 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 408 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 222J____________________ 5999X 300X 500_____________________ 278J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 126 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 127

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

BEAM NO. 466 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 466 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 226J____________________ 6000X 300X 500_____________________ 282J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 127 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 128

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

BEAM NO. 489 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1101. 4649. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 489 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.06 KNS Vc= 97.22 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.06 KNS Vc= 97.22 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 252J____________________ 6000X 300X 500_____________________ 308J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1101.TO 4649 |
| ============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 128 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 129

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

BEAM NO. 511 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 511 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 278J____________________ 6000X 300X 500_____________________ 334J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 129 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 130

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

BEAM NO. 569 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 569 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 282J____________________ 5999X 300X 500_____________________ 338J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 130 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 131

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

BEAM NO. 592 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1101. 4649. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 592 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.06 KNS Vc= 97.22 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.06 KNS Vc= 97.22 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 308J____________________ 5999X 300X 500_____________________ 364J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1101.TO 4649 |
| ============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 131 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 132

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

BEAM NO. 614 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 614 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 334J____________________ 5999X 300X 500_____________________ 391J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 132 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 133

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

BEAM NO. 672 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 672 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 338J____________________ 5999X 300X 500_____________________ 397J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 133 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 134

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

BEAM NO. 695 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1101. 4649. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 695 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.06 KNS Vc= 97.22 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.06 KNS Vc= 97.22 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 364J____________________ 5999X 300X 500_____________________ 423J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1101.TO 4649 |
| ============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 134 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 135

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

BEAM NO. 717 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 717 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 391J____________________ 5999X 300X 500_____________________ 450J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 135 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 136

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

BEAM NO. 775 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 775 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 397J____________________ 5999X 300X 500_____________________ 454J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 136 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 137

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

BEAM NO. 798 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1101. 4649. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 798 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.06 KNS Vc= 97.22 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.06 KNS Vc= 97.22 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 423J____________________ 5999X 300X 500_____________________ 480J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1101.TO 4649 |
| ============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 137 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 138

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

BEAM NO. 820 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 820 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 450J____________________ 5999X 300X 500_____________________ 506J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 138 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 139

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

BEAM NO. 878 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4681. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 878 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 454J____________________ 6000X 300X 500_____________________ 510J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4681 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 139 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 140

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

BEAM NO. 901 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1101. 4649. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 901 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.06 KNS Vc= 97.22 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.06 KNS Vc= 97.22 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 480J____________________ 6000X 300X 500_____________________ 536J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1101.TO 4649 |
| ============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 140 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 141

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

BEAM NO. 923 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4681. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 923 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 506J____________________ 6000X 300X 500_____________________ 562J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4681 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 141 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 142

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

BEAM NO. 981 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 981 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 510J____________________ 5999X 300X 500_____________________ 566J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 142 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 143

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

BEAM NO. 1004 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1101. 4649. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 1004 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.06 KNS Vc= 97.22 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.06 KNS Vc= 97.22 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 536J____________________ 5999X 300X 500_____________________ 592J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1101.TO 4649 |
| ============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 143 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 144

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

BEAM NO. 1026 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 1026 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 562J____________________ 5999X 300X 500_____________________ 618J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 144 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 145

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

BEAM NO. 1084 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 1084 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 566J____________________ 5999X 300X 500_____________________ 622J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 145 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 146

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

BEAM NO. 1107 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1101. 4649. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 1107 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.06 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.06 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 592J____________________ 5999X 300X 500_____________________ 648J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1101.TO 4649 |
| ============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 146 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 147

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

BEAM NO. 1129 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 4680. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 1129 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.91 KNS Vc= 97.42 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 618J____________________ 5999X 300X 500_____________________ 674J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 4680 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 147 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 148

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

BEAM NO. 1187 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1069. 4681. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 1187 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.90 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 622J____________________ 5999X 300X 500_____________________ 678J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1069.TO 4681 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 148 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 149

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

BEAM NO. 1210 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1101. 4649. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 1210 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.06 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.06 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 648J____________________ 5999X 300X 500_____________________ 704J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1101.TO 4649 |
| ============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 149 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 150

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

BEAM NO. 1232 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1069. 4681. NO NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 1232 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.91 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.90 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 674J____________________ 5999X 300X 500_____________________ 730J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1069.TO 4681 |
| =============================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 150 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 151

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

BEAM NO. 1290 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 6000. NO YES

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 1290 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.87 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.01 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.95 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.01 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 678J____________________ 5999X 300X 500_____________________ 734J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 6000 |
| ==============================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | oo | | oo | | oo | | oo | | oo |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 151 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 152

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

BEAM NO. 1313 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1101. 6000. NO YES

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 1313 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.03 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 9.09 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 704J____________________ 5999X 300X 500_____________________ 760J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1101.TO 6000 |
| ==============================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | oo | | oo | | oo | | oo | | oo |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 152 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 153

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

BEAM NO. 1335 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1070. 6000. NO YES

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 4241. 6000. NO YES

B E A M N O. 1335 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 12.87 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.01 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.95 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.01 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 730J____________________ 5999X 300X 500_____________________ 787J____

| |
||================== ======================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.4241.TO 6000 |
| |
| 2No12 H 57.1070.TO 6000 |
| ==============================================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | | | oo | | oo |
| 2#12 | | 2#12 | | | | | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | oo | | oo | | oo | | oo | | oo |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 153 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 154

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

BEAM NO. 1393 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 0. 4697. YES NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 2741. 6000. NO YES

B E A M N O. 1393 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 13.48 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.68 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.33 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.68 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 734J____________________ 5999X 300X 500_____________________ 793J____

| |
||================== =========================================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.2741.TO 6000 |
| |
| 2No12 H 57. 0.TO 4697 |
||========================================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | oo | | oo | | oo |
| 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |
| oo | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 154 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 155

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

BEAM NO. 1416 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 0. 4661. YES NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 2741. 6000. NO YES

B E A M N O. 1416 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 9.43 KNS Vc= 101.34 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 8.69 KNS Vc= 101.34 KNS Vs= 0.00 KNS
Tu= 0.00 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 760J____________________ 5999X 300X 500_____________________ 817J____

| |
||================== =========================================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.2741.TO 6000 |
| |
| 2No12 H 57. 0.TO 4661 |
||========================================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | oo | | oo | | oo |
| 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |
| oo | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 155 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 156

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

BEAM NO. 1438 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 6000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 0. 4697. YES NO

2 443. 2 - 12MM 0. 1509. YES NO
3 443. 2 - 12MM 2741. 6000. NO YES

B E A M N O. 1438 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 13.48 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.68 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 12.33 KNS Vc= 101.35 KNS Vs= 0.00 KNS
Tu= 0.68 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 787J____________________ 5999X 300X 500_____________________ 842J____

| |
||================== =========================================||
| 2No12 H 443. 0.TO 1509 2No12 H 443.2741.TO 6000 |
| |
| 2No12 H 57. 0.TO 4697 |
||========================================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | | | oo | | oo | | oo |
| 2#12 | | 2#12 | | | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | | | |
| oo | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 156 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 157

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

BEAM NO. 1454 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 0. 1563. YES NO

2 443. 2 - 12MM 0. 3000. YES YES

B E A M N O. 1454 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 1.33 KNS Vc= 101.34 KNS Vs= 0.00 KNS
Tu= 0.30 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 8.85 KNS Vc= 101.34 KNS Vs= 0.00 KNS
Tu= 0.30 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 817J____________________ 3000X 300X 500_____________________ 858J____

| |
||=========================================================================||
| 2No12 H 443. 0.TO 3000 |
| |
| 2No12 H 57. 0.TO 1563 |
||====================================== |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| 2#12 | | 2#12 | | 2#12 | | | | | | |
| oo | | oo | | oo | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 157 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 158

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

BEAM NO. 1479 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 11820. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 59. 2 - 16MM 1985. 9343. NO NO

2 443. 5 - 12MM 0. 11820. YES YES

B E A M N O. 1479 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 38.47 KNS Vc= 100.87 KNS Vs= 0.00 KNS
Tu= 0.19 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 11
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 221. MM C/C FOR 5474. MM

AT END SUPPORT - Vu= 38.91 KNS Vc= 100.87 KNS Vs= 0.00 KNS
Tu= 0.19 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 11
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 221. MM C/C FOR 5474. MM

___ 842J____________________ 11820X 300X 500_____________________ 850J____

| |
||=========================================================================||
| 5No12 H 443.| |0.TO11820| | | | | | | | | | | | | | | | | | |
| 26*12c/c221 | | | | | | | | | | | | | | | | | | | | | | | |26*12c/c221 |
| |2No16|H| 59.1985.TO|9343 | | | | | | | | | | | | |
| ================================================= |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#12 | | 5#12 | | 5#12 | | 5#12 | | 5#12 | | 5#12 |
| | | | | | | | | | | |
| | | 2#16 | | 2#16 | | 2#16 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 158 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 159

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

BEAM NO. 1494 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 11820. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 59. 2 - 16MM 1985. 9343. NO NO

2 443. 5 - 12MM 0. 11820. YES YES

B E A M N O. 1494 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 38.91 KNS Vc= 100.88 KNS Vs= 0.00 KNS
Tu= 0.23 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 11
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 221. MM C/C FOR 5474. MM

AT END SUPPORT - Vu= 38.47 KNS Vc= 100.88 KNS Vs= 0.00 KNS
Tu= 0.23 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 11
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 221. MM C/C FOR 5474. MM

___ 846J____________________ 11820X 300X 500_____________________ 51J____

| |
||=========================================================================||
| 5No12 H 443.| |0.TO11820| | | | | | | | | | | | | | | | | | |
| 26*12c/c221 | | | | | | | | | | | | | | | | | | | | | | | |26*12c/c221 |
| |2No16|H| 59.1985.TO|9343 | | | | | | | | | | | | |
| ================================================= |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#12 | | 5#12 | | 5#12 | | 5#12 | | 5#12 | | 5#12 |
| | | | | | | | | | | |
| | | 2#16 | | 2#16 | | 2#16 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 159 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 160

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

BEAM NO. 1495 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1210. 3000. NO YES

2 443. 3 - 12MM 0. 2259. YES NO

B E A M N O. 1495 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 8.85 KNS Vc= 101.34 KNS Vs= 0.00 KNS
Tu= 0.30 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 1.33 KNS Vc= 101.34 KNS Vs= 0.00 KNS
Tu= 0.30 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 850J____________________ 2999X 300X 500_____________________ 817J____

| |
||======================================================== |
| 3No12 H 443. 0.TO 2259 |
| |
| 2No12 H 57.1210.TO 3000 |
| =============================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| ooo | | ooo | | ooo | | ooo | | | | |
| 3#12 | | 3#12 | | 3#12 | | 3#12 | | | | |
| | | | | | | | | | | |
| | | | | | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | oo | | oo | | oo |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 160 of 183

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STAAD SPACE -- PAGE NO. 161

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

BEAM NO. 1502 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 3000. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 57. 2 - 12MM 1312. 3000. NO YES

2 443. 2 - 12MM 0. 3000. YES YES

B E A M N O. 1502 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 8.85 KNS Vc= 101.34 KNS Vs= 0.00 KNS
Tu= 0.30 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.
AT END SUPPORT - Vu= 1.33 KNS Vc= 101.34 KNS Vs= 0.00 KNS
Tu= 0.30 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 1
STIRRUPS ARE NOT REQUIRED.

___ 854J____________________ 3000X 300X 500_____________________ 26J____

| |
||=========================================================================||
| 2No12 H 443. 0.TO 3000 |
| |
| 2No12 H 57.1312.TO 3000 |
| ==========================================||
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| oo | | oo | | oo | | oo | | oo | | oo |
| 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | | | | | |
| | | | | | | 2#12 | | 2#12 | | 2#12 |
| | | | | | | oo | | oo | | oo |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 161 of 183

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STAAD SPACE -- PAGE NO. 162

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

BEAM NO. 1503 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 11820. MM FY - 414. FC - 21. MPA, SIZE - 300. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR

(MM) (MM) (MM) STA END
_____________________________________________________________________

1 59. 2 - 16MM 1973. 9354. NO NO

2 443. 5 - 12MM 0. 11820. YES YES

B E A M N O. 1503 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 38.91 KNS Vc= 100.88 KNS Vs= 0.00 KNS
Tu= 0.19 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 11
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 221. MM C/C FOR 5474. MM

AT END SUPPORT - Vu= 38.47 KNS Vc= 100.88 KNS Vs= 0.00 KNS
Tu= 0.19 KN-MET Tc= 4.0 KN-MET Ts= 0.0 KN-MET LOAD 11
NO STIRRUPS ARE REQUIRED FOR TORSION.
REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1.
PROVIDE 12 MM 2-LEGGED STIRRUPS AT 221. MM C/C FOR 5474. MM

___ 858J____________________ 11820X 300X 500_____________________ 793J____

| |
||=========================================================================||
| 5No12 H 443.| |0.TO11820| | | | | | | | | | | | | | | | | | |
| 26*12c/c221 | | | | | | | | | | | | | | | | | | | | | | | |26*12c/c221 |
| |2No16|H| 59.1973.TO|9354 | | | | | | | | | | | | |
| ================================================= |
| |
|___________________________________________________________________________|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| ooooo | | ooooo | | ooooo | | ooooo | | ooooo | | ooooo |
| 5#12 | | 5#12 | | 5#12 | | 5#12 | | 5#12 | | 5#12 |
| | | | | | | | | | | |
| | | 2#16 | | 2#16 | | 2#16 | | | | |
| | | oo | | oo | | oo | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|

D:\Staad Files\Saudi KAD2.anl Page 162 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 163

********************END OF BEAM DESIGN**************************

794. DESIGN COLUMN 1 26 51 102 128 154 205 231 257 308 334 360 411 437 463 514 -
795. 540 566 617 643 669 720 746 772 823 849 875 926 952 978 1029 1055 1081 1132 -
796. 1158 1184 1235 1261 1287 1338 1364 1390 1441 1466 1491 1496 1499 1504 1507

D:\Staad Files\Saudi KAD2.anl Page 163 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 164

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

COLUMN NO. 1 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 26 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 51 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

D:\Staad Files\Saudi KAD2.anl Page 164 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 165

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 102 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 128 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 154 DESIGN PER ACI 318-08 - AXIAL + BENDING

D:\Staad Files\Saudi KAD2.anl Page 165 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 166

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 205 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 231 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

D:\Staad Files\Saudi KAD2.anl Page 166 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 167

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

COLUMN NO. 257 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 308 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 334 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

D:\Staad Files\Saudi KAD2.anl Page 167 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 168

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 360 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 411 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 437 DESIGN PER ACI 318-08 - AXIAL + BENDING

D:\Staad Files\Saudi KAD2.anl Page 168 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 169

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 463 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 514 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

D:\Staad Files\Saudi KAD2.anl Page 169 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 170

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

COLUMN NO. 540 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 566 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 617 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

D:\Staad Files\Saudi KAD2.anl Page 170 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 171

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 643 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 669 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 720 DESIGN PER ACI 318-08 - AXIAL + BENDING

D:\Staad Files\Saudi KAD2.anl Page 171 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 172

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 746 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 772 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

D:\Staad Files\Saudi KAD2.anl Page 172 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 173

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

COLUMN NO. 823 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 849 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 875 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

D:\Staad Files\Saudi KAD2.anl Page 173 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 174

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 926 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 952 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 978 DESIGN PER ACI 318-08 - AXIAL + BENDING

D:\Staad Files\Saudi KAD2.anl Page 174 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 175

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1029 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1055 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

D:\Staad Files\Saudi KAD2.anl Page 175 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 176

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

COLUMN NO. 1081 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1132 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1158 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

D:\Staad Files\Saudi KAD2.anl Page 176 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 177

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1184 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1235 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1261 DESIGN PER ACI 318-08 - AXIAL + BENDING

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 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 178

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1287 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1338 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

D:\Staad Files\Saudi KAD2.anl Page 178 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 179

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

COLUMN NO. 1364 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1390 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1441 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

D:\Staad Files\Saudi KAD2.anl Page 179 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 180

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1466 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1491 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1496 DESIGN PER ACI 318-08 - AXIAL + BENDING

D:\Staad Files\Saudi KAD2.anl Page 180 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 181

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1499 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

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

COLUMN NO. 1504 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

D:\Staad Files\Saudi KAD2.anl Page 181 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 182

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

COLUMN NO. 1507 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 413.7 FC - 21.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED

ONLY MINIMUM STEEL IS REQUIRED.
AREA OF STEEL REQUIRED = 2500.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI

----------------------------------------------------------

8 - 20 MM 1.005 1 END 0.650

(PROVIDE EQUAL NUMBER OF BARS ON EACH FACE)
TIE BAR NUMBER 12 SPACING 320.00 MM

********************END OF COLUMN DESIGN RESULTS********************

797. END CONCRETE DESIGN

798. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= APR 12,2016 TIME= 7: 3:35 ****

D:\Staad Files\Saudi KAD2.anl Page 182 of 183

 Tuesday, April 12, 2016, 07:10 AM
STAAD SPACE -- PAGE NO. 183

************************************************************
* For technical assistance on STAAD.Pro, please visit *
* http://selectservices.bentley.com/en-US/ *
* *
* Details about additional assistance from *
* Bentley and Partners can be found at program menu *
* Help->Technical Support *
* *
* Copyright © 1997-2013 Bentley Systems, Inc.
* http://www.bentley.com *
************************************************************

D:\Staad Files\Saudi KAD2.anl Page 183 of 183

PROJECT : DESIGN OF WAREHOUSE DATE : 4/11/2016
CLIENT : SAUDI KAD
JOB NO. :

Base Plate Design Based on AISC‐LRFD

INPUT DATA & DESIGN SUMMARY

AXIAL LOAD OF COMPRESSION P= 340.32 Kn
CONCRETE STRENGTH fc' = 21.00 Mpa
DEPTH x= 500.00 mm
WIDTH y= 500.00 mm
AREA OF CONCRETE SUPPORT A2 = 250,000.00
COLUMN SIZE IPE 360
DEPTH d= 360.00 mm
WIDTH bf = 170.00 mm
BASE PLATE SIZE N= 400.00 mm
B= 400.00 mm
BASE PLATE STEEL STRENGTH fy = 248.00 Mpa
AREA OF BASEPLaTE A1 = 160,000.00

USE
400.00 X 400.00
19.00 mm thick plate

ANALYSIS
CHECK BEARING STRENGTH
Full area of a concrete support
1 P = 0.85 f'c A 1 = 1,856.40
less than the full area of a concrete support
2 P = 0.85f'c A 1 √ (A2/A1) ≤ 1.7f'c A1 = 2,320.50 ≤ 3,712.80
Use P 2 = 2,320.50
P= 340.32 < 2,320.50 ok

DETERMINE THE VALUE OF m AND n :

m = 0.5 (N ‐ 0.95 d) = 29.00
n = 0.5 (B ‐ 0.8 bf) = 132.00

DETERMINE THICKNESS OF BASE PLATE

fpa = Pa / BN = 2.13
tmin = l √(2 * fpa /(.9* fy)) = 18.22
Where
l = max ( m, n, λn' ) = 132.00
n' = ( d bf )0.5 / 4 = 61.85
λ = 1.00
PROJECT : DESIGN OF WAREHOUSE DATE : 4/11/2016
CLIENT : SAUDI KAD
JOB NO. :

Anchor Bolts Design Based on AISC

INPUT DATA & DESIGN SUMMARY

TENSION LOAD Ft = 340.32 Kn
SHEAR LOAD Fv = 31.81 Kn
ANCHOR BOLTS A325
DIAMETER OF BOLTS d= 20.00 mm
NUMBER OF BOLTS 4.00 pcs
TENSILE STRESS, Fnt Fnt = 620.00 Mpa
SHEAR STRESS, Fnv Fnv = 414.00 Mpa

USE: 4.00 PCS 20.00 DIA X 0.40M WITH X A325

ANALYSIS
CHECK SHEAR STRESS
φ = 0.75
φ Fnv = = 23.86 Mpa
frv = Vu / Ab = 25.32 Mpa
φ Fnv < frv ok

CHECK TENSILE STRESS

F'nt = 1.3Fnt ‐ Fnt / (φFnv ) * frv ≤ Fnt
1 Fnt = 620.00
2 F'nt = 1.3Fnt ‐ Fnt / (φFnv) * frv = 755.45
F'nt > Fnt
Use P 1 = 620.00

Rn = F'N Ab = 779.11

DESIGN TENSILE STRENGTH

φ Rn = 584.34
φ Rn = 584.34 > 340.32 OK
PROJECT : DESIGN OF WAREHOUSE DATE : 4/11/2016
CLIENT : SAUDI KAD
JOB NO. :

Base Plate Design Based on AISC‐LRFD

INPUT DATA & DESIGN SUMMARY

AXIAL LOAD OF COMPRESSION P= 445.80 Kn
CONCRETE STRENGTH fc' = 21.00 Mpa
DEPTH x= 500.00 mm
WIDTH y= 500.00 mm
AREA OF CONCRETE SUPPORT A2 = 250,000.00
COLUMN SIZE HEB 300
DEPTH d= 300.00 mm
WIDTH bf = 300.00 mm
BASE PLATE SIZE N= 400.00 mm
B= 400.00 mm
BASE PLATE STEEL STRENGTH fy = 248.00 Mpa
AREA OF BASEPLaTE A1 = 160,000.00

USE
400.00 X 400.00
13.00 mm thick plate

ANALYSIS
CHECK BEARING STRENGTH
Full area of a concrete support
1 P = 0.85 f'c A 1 = 1,856.40
less than the full area of a concrete support
2 P = 0.85f'c A 1 √ (A2/A1) ≤ 1.7f'c A1 = 2,320.50 ≤ 3,712.80
Use P 2 = 2,320.50
P= 445.80 < 2,320.50 ok

DETERMINE THE VALUE OF m AND n :

m = 0.5 (N ‐ 0.95 d) = 57.50
n = 0.5 (B ‐ 0.8 bf) = 80.00

DETERMINE THICKNESS OF BASE PLATE

fpa = Pa / BN = 2.79
tmin = l √(2 * fpa /(.9* fy)) = 12.64
Where
l = max ( m, n, λn' ) = 80.00
n' = ( d bf )0.5 / 4 = 75.00
λ = 1.00
PROJECT : DESIGN OF WAREHOUSE DATE : 4/11/2016
CLIENT : SAUDI KAD
JOB NO. :

Anchor Bolts Design Based on AISC

INPUT DATA & DESIGN SUMMARY

TENSION LOAD Ft = 445.80 Kn
SHEAR LOAD Fv = 31.81 Kn
ANCHOR BOLTS A325
DIAMETER OF BOLTS d= 20.00 mm
NUMBER OF BOLTS 4.00 pcs
TENSILE STRESS, Fnt Fnt = 620.00 Mpa
SHEAR STRESS, Fnv Fnv = 414.00 Mpa

USE: 4.00 PCS 20.00 DIA X 0.40M WITH X A325

ANALYSIS
CHECK SHEAR STRESS
φ = 0.75
φ Fnv = = 23.86 Mpa
frv = Vu / Ab = 25.32 Mpa
φ Fnv < frv ok

CHECK TENSILE STRESS

F'nt = 1.3Fnt ‐ Fnt / (φFnv ) * frv ≤ Fnt
1 Fnt = 620.00
2 F'nt = 1.3Fnt ‐ Fnt / (φFnv) * frv = 755.45
F'nt > Fnt
Use P 1 = 620.00

Rn = F'N Ab = 779.11

DESIGN TENSILE STRENGTH

φ Rn = 584.34
φ Rn = 584.34 > 445.80 OK
PROJECT : DESIGN OF WAREHOUSE DATE : 4/11/2016
CLIENT : SAUDI KAD
JOB NO. :

Design of Footing

INPUT DATA & DESIGN SUMMARY

LOAD
AXIAL LOAD Pu = 445.80 KN
MOMENT @ X Mx= 174.80 KN m
MOMENT @ Y My= 57.00 KN m
SIZE OF COLUMN
DEPTH Dc = 500.00 mm
WIDTH Wc = 500.00 mm
AREA A1 = 250,000.00 mm2
DIAMETER OF REBAR 16.00 mm
NO OF REBAR 8.00 pcs
STEEL STRENGTH fy = 275.00 MPa
CONCRETE STRENGTH f'c = 21.00 MPa
ALLOWABLE SOIL BEARING
SIZE OF FOOTING
LENGTH L= 3,000.00 mm
WIDTH W= 2,000.00 mm
AREA A2 = 6,000,000.00 mm2
DIAMETER OF REBAR 16.00 mm
STEEL STRENGTH fy = 275.00 MPa
CONCRETE STRENGTH f'c = 21.00 MPa

DEPTH OF FOOTING
Factor Load
qu =
Area of Footing
qu = 0.07430 MPa

Based on wide‐beam shear

Vu = qu Ashaded
Vu = qu x ( L/2 ‐ Wc/2 ‐ d )
Vu = 92.8748 ‐ 0.0743 d

Vc = 1/6 * √f'c * bw d
Vc = 1.5275 d

Vu = Φ Vc
d = 76.13 mm

Based on two way or punching shear

Vu = qu Ashaded
Vu = qu x ( A2 ‐ (Dc + d) x (Wc + d) )
Vu = 427,224.04 ‐ 74.30 d ‐ 0.07 d2

Vc = 1/3 x √fc x bo x d
Vc = 3,055.05 d + 6.11 d2
bo = 4 x ( b + d )
bo = 2,000.00 + 4.00 d

x2 4.66
x 2,365.59 141.30
0 (427,224.04) (649.27)
 Vu = Φ Vc
d = 141.30 mm

Use d = 141.30 mm

Total depth of footing 240.30 = 250.00 ok

Required Steel Area:

Mu = Φ Ru b d2
Ru = 3.24281

ρ =

ρ = 0.01312

ρ min = 1.4 / fy
ρ min = 0.00509

Use ρ = 0.01312
As = ρbd
As = 2157.99 mm2
Number of bars: 10.73 say 11.00 pcs

Development Length
Idb = 0.02Ab fy/ sqrt(fc) 241.31 mm
or
Idb = 0.06db fy 264.00 mm
Furnished Ld 1,175.00
, > 264.00

Verify if dowels or column bars extension are necessary:

Permissible bearing strength on column concrete: = Φ 0.85 fc A1
3123.75 > Pu

But this may be multiplied by sqrt(A2/A1) ≤ 2

sqrt(A2/A1) = 4.90 use 2.00

Permissible bearing strength on footing concrete:

6,247.50 > Pu ok
Min area of dowels
Area = 0.005*Area of column 1,250.00 m2

At least 7 column bars must be extended into the footing

PROJECT : DESIGN OF WAREHOUSE DATE : 4/11/2016
CLIENT : SAUDI KAD
JOB NO. :

Design of Footing

INPUT DATA & DESIGN SUMMARY

LOAD
AXIAL LOAD Pu = 340.32 KN
MOMENT @ X Mx= 174.80 KN m
MOMENT @ Y My= 57.00 KN m
SIZE OF COLUMN
DEPTH Dc = 500.00 mm
WIDTH Wc = 500.00 mm
AREA A1 = 250,000.00 mm2
DIAMETER OF REBAR 16.00 mm
NO OF REBAR 8.00 pcs
STEEL STRENGTH fy = 275.00 MPa
CONCRETE STRENGTH f'c = 21.00 MPa
ALLOWABLE SOIL BEARING
SIZE OF FOOTING
LENGTH L= 2,000.00 mm
WIDTH W= 2,000.00 mm
AREA A2 = 4,000,000.00 mm2
DIAMETER OF REBAR 16.00 mm
STEEL STRENGTH fy = 275.00 MPa
CONCRETE STRENGTH f'c = 21.00 MPa

DEPTH OF FOOTING
Factor Load
qu =
Area of Footing
qu = 0.08508 MPa

Based on wide‐beam shear

Vu = qu Ashaded
Vu = qu x ( L/2 ‐ Wc/2 ‐ d )
Vu = 63.8108 ‐ 0.0851 d

Vc = 1/6 * √f'c * bw d
Vc = 1.5275 d

Vu = Φ Vc
d = 51.85 mm

Based on two way or punching shear

Vu = qu Ashaded
Vu = qu x ( A2 ‐ (Dc + d) x (Wc + d) )
Vu = 319,053.75 ‐ 85.08 d ‐ 0.09 d2

Vc = 1/3 x √fc x bo x d
Vc = 3,055.05 d + 6.11 d2
bo = 4 x ( b + d )
bo = 2,000.00 + 4.00 d

x2 4.67
x 2,376.37 110.34
0 (319,053.75) (619.46)
 Vu = Φ Vc
d = 110.34 mm

Use d = 110.34 mm

Total depth of footing 209.34 = 210.00 ok

Required Steel Area:

Mu = Φ Ru b d2
Ru = 7.97579

ρ =

ρ = 0.04374

ρ min = 1.4 / fy
ρ min = 0.00509

Use ρ = 0.04374
As = ρbd
As = 1123.51 mm2
Number of bars: 5.59 say 6.00 pcs

Development Length
Idb = 0.02Ab fy/ sqrt(fc) 241.31 mm
or
Idb = 0.06db fy 264.00 mm
Furnished Ld 675.00 > 264.00

Verify if dowels or column bars extension are necessary:

Permissible bearing strength on column concrete: = Φ 0.85 fc A1
3123.75 > Pu

But this may be multiplied by sqrt(A2/A1) ≤ 2

sqrt(A2/A1) = 4.00 use 2.00

Permissible bearing strength on footing concrete:

6,247.50 > Pu ok
Min area of dowels
Area = 0.005*Area of column 1,250.00 m2

At least 7 column bars must be extended into the footing