portal frame calculation

P O R T A L F R A M E

S T R U C T U R A L

D E S I G N

C A N C U L A T I O N

Software licensed to Microsoft

Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date

File Date/Time

1

Chd

PORTAL FRAME NEW12

Print Run 1 of 1STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

XY

Z

3D PERSPECTIVE

Software licensed to Microsoft

Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date

File Date/Time

1

Chd

PORTAL FRAME NEW12

Print Time/Date: 11/05/2015 23:54 Print Run 1 of 1STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

26.90m

26.90m46.00m

6.00m

8.00m

8.00m

8.00m

8.00m

8.00m

6.40m

Bending ZLoad 0 :

XY

Z

MOMENT DIAGRAM

C A L C U L A T I O N O F L O A D S

Project

Job Ref.

Section

Sheet no./rev.

Calc. by

Date

Chckd by

Date

Appd by

Date

DEAD LOAD AND LIVE LOAD

1. STEEL SELF WEIGHT = 78.33 kN/m3 2. PURLIN = 0.1 kN/m 3. METAL DECK = 0.1 kN/m2 4. BRIDGING AND ROD = 0.05 kN/m2 5. SERVICES AND ELECTRICAL = 0.1 kN/m2

6. LIFE LOAD = 0.25 kN/m2

ProjectClient Made by Date

FG Checked Revision

- -Design in accordance with BS 6399 : Part 2 : 1997

Ss SpKb H (m) Cr1 7.5 0.017 equ (C.2) 1.00 1.00

201.020 equ (9)

Description

Site altitude,S (m)Altitude factor, Sa

Dynamic Augmentation Factor (Cr) Basic Wind Speed Reference height

Hr (m)Vb (m/s)7.6

Page No

01tel & fax nos

WIND LOAD

Wind Design Workbook 2000-2002 Chris Buczkowski Unregistered Copy for Evaluation

Wind Loading Calculationsaddress Job No

Portal Frame

Cr okay - proceed with design35

Standard Wind Speeds

Standard values:Ss=1.0 Sp=1.0

Altitude factor for non significant topography

N I

IV

Wind directionsBuilding orientation unknown

I II III IVWind direction 0 90 180 270

Direction factor Sd 0.865 0.765 0.965 1.000Site Wind Speed (m/s) Vs 30.88 27.31 34.45 35.70 equ (8)

8 8 8 820 20 20 20

He 7.60 7.60 7.60 7.60

Distance to sea (km) 30 30 30 30Terrain country country country country

Sb 1.61 1.61 1.61 1.61Ve 49.79 44.03 55.54 57.56 equ (12)qs 1519.5 1188.5 1891.2 2030.8 equ (1)Dynamic Pressure (N/m)

Effective Height (m)

Terrain and building factorEffective Wind Speed (m/s)

Wind Direction IIIII

Wind directionsBuilding orientation unknown

Nearby buildings ignored

WindLoadInput

DynamicPressure 1.52Ca 0.83

A B C D10 max all 0.70 1.80 1.40 0.4010 maxall 0.70 1.80 1.40 0.4015 maxall 0.90 1.90 1.40 0.40

Cp 12 0.78 1.84 1.40 0.40qs*cp*ca 0.98 2.32 1.77 0.50

Y 0.978148 0.96 2.27 1.73 0.49X 0.207912 0.20 0.48 0.37 0.10C/CY 1 18 1 14 2 68 2 04 0 58Y 1.18 1.14 2.68 2.04 0.58X 1.18 0.24 0.57 0.43 0.12REDUCTIONY 0.87 0.99 2.33 1.77 0.51X 0.87 0.21 0.50 0.38 0.11

10 MIN1 1.20 1.80 1.60 1.6015 MIN1 1.20 1.60 1.30 1.70

Cp 12 1.20 1.72 1.48 1.64qs*cp*ca 1.51 2.17 1.87 2.07

Y 0.978148 1.48 2.12 1.83 2.02X 0.207912 0.31 0.45 0.39 0.43C/CY 1 18 1 75 2 50 2 16 2 39Y 1.18 1.75 2.50 2.16 2.39X 1.18 0.37 0.53 0.46 0.51REDUCTIONY 0.87 1.52 2.18 1.87 2.08X 0.87 0.32 0.46 0.40 0.44

12 DEG

Y 0.978148X 0.207912

ANALYSIS AND DESIGN STEEL FRAME

PAGE NO. 1

***************************************************** ** STAAD.Pro V8i SELECTseries4 ** Version 20.07.09.31 ** Proprietary Program of ** Bentley Systems, Inc. ** Date= ** Time= ** ** USER ID: Microsoft *****************************************************

1. STAAD SPACE INPUT FILE: PORTAL FRAME NEW12a eng section wl35mps combine apr2015.STD

2. START JOB INFORMATION3. ENGINEER DATE 12-JUL-144. END JOB INFORMATION5. INPUT WIDTH 796. UNIT METER KN7. JOINT COORDINATES8. 1 0 0.45 0; 2 0 6.85 0; 3 26.9 0.45 0; 4 26.9 6.85 0; 6 13.45 9.71 09. 7 13.0465 9.6242 0; 8 13.8535 9.6242 0; 9 0.391395 6.93323 0

10. 10 26.5086 6.93324 0; 11 1.54186 7.17786 0; 12 2.69232 7.42249 011. 13 3.84279 7.66713 0; 14 4.99325 7.91176 0; 15 6.14372 8.1564 012. 16 7.29418 8.40103 0; 17 8.44465 8.64566 0; 18 9.59511 8.8903 013. 19 10.7456 9.13493 0; 20 11.896 9.37957 0; 21 15.004 9.37957 014. 22 16.1544 9.13493 0; 23 17.3049 8.8903 0; 24 18.4553 8.64567 015. 25 19.6058 8.40103 0; 26 20.7563 8.1564 0; 27 21.9067 7.91177 016. 28 23.0572 7.66713 0; 29 24.2076 7.4225 0; 30 25.3581 7.17787 0; 31 0 0.45 617. 32 0 6.85 6; 34 26.9 6.85 6; 35 13.45 9.71 6; 36 13.0465 9.6242 618. 37 13.8535 9.6242 6; 38 0.391395 6.93323 6; 39 26.5086 6.93324 619. 40 1.54186 7.17786 6; 41 2.69232 7.42249 6; 42 3.84279 7.66713 620. 43 4.99325 7.91176 6; 44 6.14372 8.1564 6; 45 7.29418 8.40103 621. 46 8.44465 8.64566 6; 47 9.59511 8.8903 6; 48 10.7456 9.13493 622. 49 11.896 9.37957 6; 50 15.004 9.37957 6; 51 16.1544 9.13493 623. 52 17.3049 8.8903 6; 53 18.4553 8.64567 6; 54 19.6058 8.40103 624. 55 20.7563 8.1564 6; 56 21.9067 7.91177 6; 57 23.0572 7.66713 625. 58 24.2076 7.4225 6; 59 25.3581 7.17787 6; 60 0 0.45 14; 61 0 6.85 1426. 62 26.9 0.45 14; 63 26.9 6.85 14; 64 13.45 9.71 14; 65 13.0465 9.6242 1427. 66 13.8535 9.6242 14; 67 0.391395 6.93323 14; 68 26.5086 6.93324 1428. 69 1.54186 7.17786 14; 70 2.69232 7.42249 14; 71 3.84279 7.66713 1429. 72 4.99325 7.91176 14; 73 6.14372 8.1564 14; 74 7.29418 8.40103 1430. 75 8.44465 8.64566 14; 76 9.59511 8.8903 14; 77 10.7456 9.13493 1431. 78 11.896 9.37957 14; 79 15.004 9.37957 14; 80 16.1544 9.13493 1432. 81 17.3049 8.8903 14; 82 18.4553 8.64567 14; 83 19.6058 8.40103 1433. 84 20.7563 8.1564 14; 85 21.9067 7.91177 14; 86 23.0572 7.66713 1434. 87 24.2076 7.4225 14; 88 25.3581 7.17787 14; 89 0 0.45 22; 90 0 6.85 2235. 91 26.9 0.45 22; 92 26.9 6.85 22; 93 13.45 9.71 22; 94 13.0465 9.6242 2236. 95 13.8535 9.6242 22; 96 0.391395 6.93323 22; 97 26.5086 6.93324 2237. 98 1.54186 7.17786 22; 99 2.69232 7.42249 22; 100 3.84279 7.66713 2238. 101 4.99325 7.91176 22; 102 6.14372 8.1564 22; 103 7.29418 8.40103 22

STAAD SPACE -- PAGE NO. 2

39. 104 8.44465 8.64566 22; 105 9.59511 8.8903 22; 106 10.7456 9.13493 2240. 107 11.896 9.37957 22; 108 15.004 9.37957 22; 109 16.1544 9.13493 2241. 110 17.3049 8.8903 22; 111 18.4553 8.64567 22; 112 19.6058 8.40103 2242. 113 20.7563 8.1564 22; 114 21.9067 7.91177 22; 115 23.0572 7.66713 2243. 116 24.2076 7.4225 22; 117 25.3581 7.17787 22; 118 0 0.45 30; 119 0 6.85 3044. 120 26.9 0.45 30; 121 26.9 6.85 30; 122 13.45 9.71 30; 123 13.0465 9.6242 3045. 124 13.8535 9.6242 30; 125 0.391395 6.93323 30; 126 26.5086 6.93324 3046. 127 1.54186 7.17786 30; 128 2.69232 7.42249 30; 129 3.84279 7.66713 3047. 130 4.99325 7.91176 30; 131 6.14372 8.1564 30; 132 7.29418 8.40103 3048. 133 8.44465 8.64566 30; 134 9.59511 8.8903 30; 135 10.7456 9.13493 3049. 136 11.896 9.37957 30; 137 15.004 9.37957 30; 138 16.1544 9.13493 3050. 139 17.3049 8.8903 30; 140 18.4553 8.64567 30; 141 19.6058 8.40103 3051. 142 20.7563 8.1564 30; 143 21.9067 7.91177 30; 144 23.0572 7.66713 3052. 145 24.2076 7.4225 30; 146 25.3581 7.17787 30; 147 0 0.45 38; 148 0 6.85 3853. 150 26.9 6.85 38; 151 13.45 9.71 38; 152 13.0465 9.6242 3854. 153 13.8535 9.6242 38; 154 0.391395 6.93323 38; 155 26.5086 6.93324 3855. 156 1.54186 7.17786 38; 157 2.69232 7.42249 38; 158 3.84279 7.66713 3856. 159 4.99325 7.91176 38; 160 6.14372 8.1564 38; 161 7.29418 8.40103 3857. 162 8.44465 8.64566 38; 163 9.59511 8.8903 38; 164 10.7456 9.13493 3858. 165 11.896 9.37957 38; 166 15.004 9.37957 38; 167 16.1544 9.13493 3859. 168 17.3049 8.8903 38; 169 18.4553 8.64567 38; 170 19.6058 8.40103 3860. 171 20.7563 8.1564 38; 172 21.9067 7.91177 38; 173 23.0572 7.66713 3861. 174 24.2076 7.4225 38; 175 25.3581 7.17787 38; 176 0 0.45 46; 177 0 6.85 4662. 178 26.9 0.45 46; 179 26.9 6.85 46; 180 13.45 9.71 46; 181 13.0465 9.6242 4663. 182 13.8535 9.6242 46; 183 0.391395 6.93323 46; 184 26.5086 6.93324 4664. 185 1.54186 7.17786 46; 186 2.69232 7.42249 46; 187 3.84279 7.66713 4665. 188 4.99325 7.91176 46; 189 6.14372 8.1564 46; 190 7.29418 8.40103 4666. 191 8.44465 8.64566 46; 192 9.59511 8.8903 46; 193 10.7456 9.13493 4667. 194 11.896 9.37957 46; 195 15.004 9.37957 46; 196 16.1544 9.13493 4668. 197 17.3049 8.8903 46; 198 18.4553 8.64567 46; 199 19.6058 8.40103 4669. 200 20.7563 8.1564 46; 201 21.9067 7.91177 46; 202 23.0572 7.66713 4670. 203 24.2076 7.4225 46; 204 25.3581 7.17787 46; 205 53.8 0.45 071. 206 53.8 6.85 0; 207 40.35 9.71 0; 208 40.7535 9.6242 0; 209 39.9465 9.6242 072. 210 53.4086 6.93323 0; 211 27.2914 6.93324 0; 212 52.2581 7.17786 073. 213 51.1077 7.42249 0; 214 49.9572 7.66713 0; 215 48.8067 7.91176 074. 216 47.6563 8.1564 0; 217 46.5058 8.40103 0; 218 45.3554 8.64566 075. 219 44.2049 8.8903 0; 220 43.0544 9.13493 0; 221 41.904 9.37957 076. 222 38.796 9.37957 0; 223 37.6456 9.13493 0; 224 36.4951 8.8903 077. 225 35.3447 8.64567 0; 226 34.1942 8.40103 0; 227 33.0437 8.1564 078. 228 31.8933 7.91177 0; 229 30.7428 7.66713 0; 230 29.5924 7.4225 079. 231 28.4419 7.17787 0; 232 53.8 0.45 6; 233 53.8 6.85 6; 234 40.35 9.71 680. 235 40.7535 9.6242 6; 236 39.9465 9.6242 6; 237 53.4086 6.93323 681. 238 27.2914 6.93324 6; 239 52.2581 7.17786 6; 240 51.1077 7.42249 682. 241 49.9572 7.66713 6; 242 48.8067 7.91176 6; 243 47.6563 8.1564 683. 244 46.5058 8.40103 6; 245 45.3554 8.64566 6; 246 44.2049 8.8903 684. 247 43.0544 9.13493 6; 248 41.904 9.37957 6; 249 38.796 9.37957 685. 250 37.6456 9.13493 6; 251 36.4951 8.8903 6; 252 35.3447 8.64567 686. 253 34.1942 8.40103 6; 254 33.0437 8.1564 6; 255 31.8933 7.91177 687. 256 30.7428 7.66713 6; 257 29.5924 7.4225 6; 258 28.4419 7.17787 688. 259 53.8 0.45 14; 260 53.8 6.85 14; 261 40.35 9.71 14; 262 40.7535 9.6242 1489. 263 39.9465 9.6242 14; 264 53.4086 6.93323 14; 265 27.2914 6.93324 1490. 266 52.2581 7.17786 14; 267 51.1077 7.42249 14; 268 49.9572 7.66713 1491. 269 48.8067 7.91176 14; 270 47.6563 8.1564 14; 271 46.5058 8.40103 1492. 272 45.3554 8.64566 14; 273 44.2049 8.8903 14; 274 43.0544 9.13493 1493. 275 41.904 9.37957 14; 276 38.796 9.37957 14; 277 37.6456 9.13493 1494. 278 36.4951 8.8903 14; 279 35.3447 8.64567 14; 280 34.1942 8.40103 14


95. 281 33.0437 8.1564 14; 282 31.8933 7.91177 14; 283 30.7428 7.66713 1496. 284 29.5924 7.4225 14; 285 28.4419 7.17787 14; 286 53.8 0.45 2297. 287 53.8 6.85 22; 288 40.35 9.71 22; 289 40.7535 9.6242 2298. 290 39.9465 9.6242 22; 291 53.4086 6.93323 22; 292 27.2914 6.93324 2299. 293 52.2581 7.17786 22; 294 51.1077 7.42249 22; 295 49.9572 7.66713 22

100. 296 48.8067 7.91176 22; 297 47.6563 8.1564 22; 298 46.5058 8.40103 22 101. 299 45.3554 8.64566 22; 300 44.2049 8.8903 22; 301 43.0544 9.13493 22 102. 302 41.904 9.37957 22; 303 38.796 9.37957 22; 304 37.6456 9.13493 22 103. 305 36.4951 8.8903 22; 306 35.3447 8.64567 22; 307 34.1942 8.40103 22 104. 308 33.0437 8.1564 22; 309 31.8933 7.91177 22; 310 30.7428 7.66713 22 105. 311 29.5924 7.4225 22; 312 28.4419 7.17787 22; 313 53.8 0.45 30 106. 314 53.8 6.85 30; 315 40.35 9.71 30; 316 40.7535 9.6242 30 107. 317 39.9465 9.6242 30; 318 53.4086 6.93323 30; 319 27.2914 6.93324 30 108. 320 52.2581 7.17786 30; 321 51.1077 7.42249 30; 322 49.9572 7.66713 30 109. 323 48.8067 7.91176 30; 324 47.6563 8.1564 30; 325 46.5058 8.40103 30 110. 326 45.3554 8.64566 30; 327 44.2049 8.8903 30; 328 43.0544 9.13493 30 111. 329 41.904 9.37957 30; 330 38.796 9.37957 30; 331 37.6456 9.13493 30 112. 332 36.4951 8.8903 30; 333 35.3447 8.64567 30; 334 34.1942 8.40103 30 113. 335 33.0437 8.1564 30; 336 31.8933 7.91177 30; 337 30.7428 7.66713 30 114. 338 29.5924 7.4225 30; 339 28.4419 7.17787 30; 340 53.8 0.45 38 115. 341 53.8 6.85 38; 342 40.35 9.71 38; 343 40.7535 9.6242 38 116. 344 39.9465 9.6242 38; 345 53.4086 6.93323 38; 346 27.2914 6.93324 38 117. 347 52.2581 7.17786 38; 348 51.1077 7.42249 38; 349 49.9572 7.66713 38 118. 350 48.8067 7.91176 38; 351 47.6563 8.1564 38; 352 46.5058 8.40103 38 119. 353 45.3554 8.64566 38; 354 44.2049 8.8903 38; 355 43.0544 9.13493 38 120. 356 41.904 9.37957 38; 357 38.796 9.37957 38; 358 37.6456 9.13493 38 121. 359 36.4951 8.8903 38; 360 35.3447 8.64567 38; 361 34.1942 8.40103 38 122. 362 33.0437 8.1564 38; 363 31.8933 7.91177 38; 364 30.7428 7.66713 38 123. 365 29.5924 7.4225 38; 366 28.4419 7.17787 38; 367 53.8 0.45 46 124. 368 53.8 6.85 46; 369 40.35 9.71 46; 370 40.7535 9.6242 46 125. 371 39.9465 9.6242 46; 372 53.4086 6.93323 46; 373 27.2914 6.93324 46 126. 374 52.2581 7.17786 46; 375 51.1077 7.42249 46; 376 49.9572 7.66713 46 127. 377 48.8067 7.91176 46; 378 47.6563 8.1564 46; 379 46.5058 8.40103 46 128. 380 45.3554 8.64566 46; 381 44.2049 8.8903 46; 382 43.0544 9.13493 46 129. 383 41.904 9.37957 46; 384 38.796 9.37957 46; 385 37.6456 9.13493 46 130. 386 36.4951 8.8903 46; 387 35.3447 8.64567 46; 388 34.1942 8.40103 46 131. 389 33.0437 8.1564 46; 390 31.8933 7.91177 46; 391 30.7428 7.66713 46 132. 392 29.5924 7.4225 46; 393 28.4419 7.17787 46; 394 26.9 3.65 26 133. 395 26.9 3.65 18; 396 0 3.65 3; 397 0 3.65 42; 398 53.8 3.65 42 134. 399 53.8 3.65 3 135. MEMBER INCIDENCES 136. 1 1 2; 2 3 4; 5 2 9; 6 6 8; 7 7 6; 8 8 21; 9 9 11; 10 10 4; 11 11 12; 12 12 13 137. 13 13 14; 14 14 15; 15 15 16; 16 16 17; 17 17 18; 18 18 19; 19 19 20; 20 20 7 138. 21 21 22; 22 22 23; 23 23 24; 24 24 25; 25 25 26; 26 26 27; 27 27 28; 28 28 29 139. 29 29 30; 30 30 10; 32 2 32; 34 4 34; 36 7 36; 37 8 37; 38 9 38; 39 10 39 140. 40 11 40; 41 12 41; 42 13 42; 43 14 43; 44 15 44; 45 16 45; 46 17 46; 47 18 47 141. 48 19 48; 49 20 49; 50 21 50; 51 22 51; 52 23 52; 53 24 53; 54 25 54; 55 26 55 142. 56 27 56; 57 28 57; 58 29 58; 59 30 59; 60 31 32; 62 32 38; 63 35 37; 64 36 35 143. 65 37 50; 66 38 40; 67 39 34; 68 40 41; 69 41 42; 70 42 43; 71 43 44; 72 44 45 144. 73 45 46; 74 46 47; 75 47 48; 76 48 49; 77 49 36; 78 50 51; 79 51 52; 80 52 53 145. 81 53 54; 82 54 55; 83 55 56; 84 56 57; 85 57 58; 86 58 59; 87 59 39; 88 32 61 146. 89 34 63; 90 36 65; 91 37 66; 92 38 67; 93 39 68; 94 40 69; 95 41 70; 96 42 71 147. 97 43 72; 98 44 73; 99 45 74; 100 46 75; 101 47 76; 102 48 77; 103 49 78 148. 104 50 79; 105 51 80; 106 52 81; 107 53 82; 108 54 83; 109 55 84; 110 56 85 149. 111 57 86; 112 58 87; 113 59 88; 114 60 61; 115 62 63; 116 61 67; 117 64 66 150. 118 65 64; 119 66 79; 120 67 69; 121 68 63; 122 69 70; 123 70 71; 124 71 72


151. 125 72 73; 126 73 74; 127 74 75; 128 75 76; 129 76 77; 130 77 78; 131 78 65 152. 132 79 80; 133 80 81; 134 81 82; 135 82 83; 136 83 84; 137 84 85; 138 85 86 153. 139 86 87; 140 87 88; 141 88 68; 142 61 90; 143 63 92; 144 65 94; 145 66 95 154. 146 67 96; 147 68 97; 148 69 98; 149 70 99; 150 71 100; 151 72 101; 152 73 102 155. 153 74 103; 154 75 104; 155 76 105; 156 77 106; 157 78 107; 158 79 108 156. 159 80 109; 160 81 110; 161 82 111; 162 83 112; 163 84 113; 164 85 114 157. 165 86 115; 166 87 116; 167 88 117; 168 89 90; 169 91 92; 170 90 96; 171 93 95 158. 172 94 93; 173 95 108; 174 96 98; 175 97 92; 176 98 99; 177 99 100 159. 178 100 101; 179 101 102; 180 102 103; 181 103 104; 182 104 105; 183 105 106 160. 184 106 107; 185 107 94; 186 108 109; 187 109 110; 188 110 111; 189 111 112 161. 190 112 113; 191 113 114; 192 114 115; 193 115 116; 194 116 117; 195 117 97 162. 196 90 119; 197 92 121; 198 94 123; 199 95 124; 200 96 125; 201 97 126 163. 202 98 127; 203 99 128; 204 100 129; 205 101 130; 206 102 131; 207 103 132 164. 208 104 133; 209 105 134; 210 106 135; 211 107 136; 212 108 137; 213 109 138 165. 214 110 139; 215 111 140; 216 112 141; 217 113 142; 218 114 143; 219 115 144 166. 220 116 145; 221 117 146; 222 118 119; 223 120 121; 224 119 125; 225 122 124 167. 226 123 122; 227 124 137; 228 125 127; 229 126 121; 230 127 128; 231 128 129 168. 232 129 130; 233 130 131; 234 131 132; 235 132 133; 236 133 134; 237 134 135 169. 238 135 136; 239 136 123; 240 137 138; 241 138 139; 242 139 140; 243 140 141 170. 244 141 142; 245 142 143; 246 143 144; 247 144 145; 248 145 146; 249 146 126 171. 250 119 148; 251 121 150; 252 123 152; 253 124 153; 254 125 154; 255 126 155 172. 256 127 156; 257 128 157; 258 129 158; 259 130 159; 260 131 160; 261 132 161 173. 262 133 162; 263 134 163; 264 135 164; 265 136 165; 266 137 166; 267 138 167 174. 268 139 168; 269 140 169; 270 141 170; 271 142 171; 272 143 172; 273 144 173 175. 274 145 174; 275 146 175; 276 147 148; 278 148 154; 279 151 153; 280 152 151 176. 281 153 166; 282 154 156; 283 155 150; 284 156 157; 285 157 158; 286 158 159 177. 287 159 160; 288 160 161; 289 161 162; 290 162 163; 291 163 164; 292 164 165 178. 293 165 152; 294 166 167; 295 167 168; 296 168 169; 297 169 170; 298 170 171 179. 299 171 172; 300 172 173; 301 173 174; 302 174 175; 303 175 155; 304 148 177 180. 305 150 179; 306 152 181; 307 153 182; 308 154 183; 309 155 184; 310 156 185 181. 311 157 186; 312 158 187; 313 159 188; 314 160 189; 315 161 190; 316 162 191 182. 317 163 192; 318 164 193; 319 165 194; 320 166 195; 321 167 196; 322 168 197 183. 323 169 198; 324 170 199; 325 171 200; 326 172 201; 327 173 202; 328 174 203 184. 329 175 204; 330 176 177; 331 178 179; 332 177 183; 333 180 182; 334 181 180 185. 335 182 195; 336 183 185; 337 184 179; 338 185 186; 339 186 187; 340 187 188 186. 341 188 189; 342 189 190; 343 190 191; 344 191 192; 345 192 193; 346 193 194 187. 347 194 181; 348 195 196; 349 196 197; 350 197 198; 351 198 199; 352 199 200 188. 353 200 201; 354 201 202; 355 202 203; 356 203 204; 357 204 184; 358 205 206 189. 359 206 210; 360 207 209; 361 208 207; 362 209 222; 363 210 212; 364 211 4 190. 365 212 213; 366 213 214; 367 214 215; 368 215 216; 369 216 217; 370 217 218 191. 371 218 219; 372 219 220; 373 220 221; 374 221 208; 375 222 223; 376 223 224 192. 377 224 225; 378 225 226; 379 226 227; 380 227 228; 381 228 229; 382 229 230 193. 383 230 231; 384 231 211; 385 206 233; 386 208 235; 387 209 236; 388 210 237 194. 389 211 238; 390 212 239; 391 213 240; 392 214 241; 393 215 242; 394 216 243 195. 395 217 244; 396 218 245; 397 219 246; 398 220 247; 399 221 248; 400 222 249 196. 401 223 250; 402 224 251; 403 225 252; 404 226 253; 405 227 254; 406 228 255 197. 407 229 256; 408 230 257; 409 231 258; 410 232 233; 411 233 237; 412 234 236 198. 413 235 234; 414 236 249; 415 237 239; 416 238 34; 417 239 240; 418 240 241 199. 419 241 242; 420 242 243; 421 243 244; 422 244 245; 423 245 246; 424 246 247 200. 425 247 248; 426 248 235; 427 249 250; 428 250 251; 429 251 252; 430 252 253 201. 431 253 254; 432 254 255; 433 255 256; 434 256 257; 435 257 258; 436 258 238 202. 437 233 260; 438 235 262; 439 236 263; 440 237 264; 441 238 265; 442 239 266 203. 443 240 267; 444 241 268; 445 242 269; 446 243 270; 447 244 271; 448 245 272 204. 449 246 273; 450 247 274; 451 248 275; 452 249 276; 453 250 277; 454 251 278 205. 455 252 279; 456 253 280; 457 254 281; 458 255 282; 459 256 283; 460 257 284 206. 461 258 285; 462 259 260; 463 260 264; 464 261 263; 465 262 261; 466 263 276


207. 467 264 266; 468 265 63; 469 266 267; 470 267 268; 471 268 269; 472 269 270 208. 473 270 271; 474 271 272; 475 272 273; 476 273 274; 477 274 275; 478 275 262 209. 479 276 277; 480 277 278; 481 278 279; 482 279 280; 483 280 281; 484 281 282 210. 485 282 283; 486 283 284; 487 284 285; 488 285 265; 489 260 287; 490 262 289 211. 491 263 290; 492 264 291; 493 265 292; 494 266 293; 495 267 294; 496 268 295 212. 497 269 296; 498 270 297; 499 271 298; 500 272 299; 501 273 300; 502 274 301 213. 503 275 302; 504 276 303; 505 277 304; 506 278 305; 507 279 306; 508 280 307 214. 509 281 308; 510 282 309; 511 283 310; 512 284 311; 513 285 312; 514 286 287 215. 515 287 291; 516 288 290; 517 289 288; 518 290 303; 519 291 293; 520 292 92 216. 521 293 294; 522 294 295; 523 295 296; 524 296 297; 525 297 298; 526 298 299 217. 527 299 300; 528 300 301; 529 301 302; 530 302 289; 531 303 304; 532 304 305 218. 533 305 306; 534 306 307; 535 307 308; 536 308 309; 537 309 310; 538 310 311 219. 539 311 312; 540 312 292; 541 287 314; 542 289 316; 543 290 317; 544 291 318 220. 545 292 319; 546 293 320; 547 294 321; 548 295 322; 549 296 323; 550 297 324 221. 551 298 325; 552 299 326; 553 300 327; 554 301 328; 555 302 329; 556 303 330 222. 557 304 331; 558 305 332; 559 306 333; 560 307 334; 561 308 335; 562 309 336 223. 563 310 337; 564 311 338; 565 312 339; 566 313 314; 567 314 318; 568 315 317 224. 569 316 315; 570 317 330; 571 318 320; 572 319 121; 573 320 321; 574 321 322 225. 575 322 323; 576 323 324; 577 324 325; 578 325 326; 579 326 327; 580 327 328 226. 581 328 329; 582 329 316; 583 330 331; 584 331 332; 585 332 333; 586 333 334 227. 587 334 335; 588 335 336; 589 336 337; 590 337 338; 591 338 339; 592 339 319 228. 593 314 341; 594 316 343; 595 317 344; 596 318 345; 597 319 346; 598 320 347 229. 599 321 348; 600 322 349; 601 323 350; 602 324 351; 603 325 352; 604 326 353 230. 605 327 354; 606 328 355; 607 329 356; 608 330 357; 609 331 358; 610 332 359 231. 611 333 360; 612 334 361; 613 335 362; 614 336 363; 615 337 364; 616 338 365 232. 617 339 366; 618 340 341; 619 341 345; 620 342 344; 621 343 342; 622 344 357 233. 623 345 347; 624 346 150; 625 347 348; 626 348 349; 627 349 350; 628 350 351 234. 629 351 352; 630 352 353; 631 353 354; 632 354 355; 633 355 356; 634 356 343 235. 635 357 358; 636 358 359; 637 359 360; 638 360 361; 639 361 362; 640 362 363 236. 641 363 364; 642 364 365; 643 365 366; 644 366 346; 645 341 368; 646 343 370 237. 647 344 371; 648 345 372; 649 346 373; 650 347 374; 651 348 375; 652 349 376 238. 653 350 377; 654 351 378; 655 352 379; 656 353 380; 657 354 381; 658 355 382 239. 659 356 383; 660 357 384; 661 358 385; 662 359 386; 663 360 387; 664 361 388 240. 665 362 389; 666 363 390; 667 364 391; 668 365 392; 669 366 393; 670 367 368 241. 671 368 372; 672 369 371; 673 370 369; 674 371 384; 675 372 374; 676 373 179 242. 677 374 375; 678 375 376; 679 376 377; 680 377 378; 681 378 379; 682 379 380 243. 683 380 381; 684 381 382; 685 382 383; 686 383 370; 687 384 385; 688 385 386 244. 689 386 387; 690 387 388; 691 388 389; 692 389 390; 693 390 391; 694 391 392 245. 695 392 393; 696 393 373; 697 2 396; 698 32 396; 699 177 397; 700 148 397 246. 701 92 394; 702 121 394; 703 92 395; 704 63 395; 705 368 398; 706 341 398 247. 707 233 399; 708 206 399; 711 394 120; 712 394 91; 713 395 62; 714 395 91 248. 715 396 31; 716 396 1; 717 397 147; 718 397 176; 719 398 340; 720 398 367 249. 721 399 205; 722 399 232 250. DEFINE MATERIAL START 251. ISOTROPIC STEEL 252. E 2.05E+008 253. POISSON 0.3 254. DENSITY 76.8195 255. ALPHA 1.2E-005 256. DAMP 0.03 257. END DEFINE MATERIAL 258. MEMBER PROPERTY BRITISH 259. 5 TO 30 62 TO 87 116 TO 141 170 TO 195 224 TO 249 278 TO 303 332 TO 357 359 - 260. 360 TO 384 411 TO 436 463 TO 488 515 TO 540 567 TO 592 619 TO 644 671 TO 695 - 261. 696 TABLE ST UB457X191X74 262. MEMBER PROPERTY BRITISH


263. 1 2 60 114 115 168 169 222 223 276 330 331 358 410 462 514 566 618 - 264. 670 TABLE ST UB533X210X138 265. MEMBER PROPERTY BRITISH 266. 32 88 142 143 196 197 250 304 385 437 489 541 593 645 TABLE ST UB305X165X40 267. MEMBER PROPERTY BRITISH 268. 36 TO 59 90 TO 113 144 TO 167 198 TO 221 252 TO 275 306 TO 329 386 TO 409 - 269. 438 TO 461 490 TO 513 542 TO 565 594 TO 617 646 TO 669 PRIS YD 0.01 270. MEMBER PROPERTY BRITISH 271. 34 89 251 305 TABLE ST UB914X305X201 272. 697 TO 708 711 TO 722 TABLE ST TUB1001004.0 273. CONSTANTS 274. MATERIAL STEEL ALL 275. MEMBER RELEASE 276. 32 34 36 TO 59 88 90 TO 113 142 TO 167 196 TO 221 250 TO 275 304 306 TO 329 - 277. 385 TO 409 437 TO 461 489 TO 513 541 TO 565 593 TO 617 645 TO 669 - 278. 697 TO 708 711 TO 722 START MX MY MZ 279. 32 36 TO 59 88 TO 113 142 TO 167 196 TO 221 250 252 TO 275 304 TO 329 385 - 280. 386 TO 409 437 TO 461 489 TO 513 541 TO 565 593 TO 617 645 TO 669 697 TO 708 - 281. 711 TO 722 END MX MY MZ 282. SUPPORTS 283. 1 3 31 60 62 89 91 118 120 147 176 178 205 232 259 286 313 340 367 PINNED 284. DEFINE WIND LOAD 285. TYPE 1 286. INT 2 2 HEIG 0 10 287. TYPE 2 288. INT 2 2 HEIG 0 10 289. LOAD 1 LOADTYPE NONE TITLE SELFWEIGHT UB 290. SELFWEIGHT Y -1 LIST 1 2 5 TO 30 32 34 60 62 TO 89 114 TO 143 168 TO 197 223 - 291. 224 TO 251 276 278 TO 305 330 TO 385 410 TO 437 462 TO 489 514 TO 541 566 - 292. 567 TO 593 618 TO 645 670 TO 708 711 TO 722 293. LOAD 2 LOADTYPE NONE TITLE SW PURLIN 294. MEMBER LOAD 295. 36 TO 59 90 TO 113 144 TO 167 198 TO 221 252 TO 275 306 TO 329 386 TO 409 - 296. 438 TO 461 490 TO 513 542 TO 565 594 TO 617 646 TO 669 UNI GY -0.1 297. LOAD 3 LOADTYPE NONE TITLE SW METAL DECK 298. MEMBER LOAD 299. 36 TO 59 90 TO 113 144 TO 167 198 TO 221 252 TO 275 306 TO 329 386 TO 409 - 300. 438 TO 461 490 TO 513 542 TO 565 594 TO 617 646 TO 669 UNI GY -0.128 301. LOAD 4 LOADTYPE NONE TITLE SW BRIDGING/ROD 302. MEMBER LOAD 303. 36 TO 59 90 TO 113 144 TO 167 198 TO 221 252 TO 275 306 TO 329 386 TO 409 - 304. 438 TO 461 490 TO 513 542 TO 565 594 TO 617 646 TO 669 UNI GY -0.05 305. LOAD 5 LOADTYPE NONE TITLE SW SERVICES 306. MEMBER LOAD 307. 36 TO 59 90 TO 113 144 TO 167 198 TO 221 252 TO 275 306 TO 329 386 TO 409 - 308. 438 TO 461 490 TO 513 542 TO 565 594 TO 617 646 TO 669 UNI GY -0.1 309. LOAD 6 LOADTYPE NONE TITLE LIFE LOAD 310. MEMBER LOAD 311. 36 TO 59 90 TO 113 144 TO 167 198 TO 221 252 TO 275 306 TO 329 386 TO 409 - 312. 438 TO 461 490 TO 513 542 TO 565 594 TO 617 646 TO 669 UNI GY -0.295 313. LOAD 7 LOADTYPE NONE TITLE WL DOWNWARDS 314. MEMBER LOAD 315. 41 TO 48 51 TO 58 95 TO 102 105 TO 112 149 TO 156 159 TO 166 203 TO 210 213 - 316. 214 TO 220 257 TO 264 267 TO 274 311 TO 318 321 TO 328 UNI GY -1.14 317. 41 TO 48 95 TO 102 149 TO 156 203 TO 210 257 TO 264 311 TO 318 UNI GX 0.24 318. 51 TO 58 105 TO 112 159 TO 166 213 TO 220 267 TO 274 321 TO 328 UNI GX -0.24


319. 38 TO 40 59 92 TO 94 113 146 TO 148 167 200 TO 202 221 254 TO 256 275 308 - 320. 309 TO 310 329 UNI GY -2.04 321. 38 40 92 94 146 148 200 202 254 256 308 310 UNI GX 0.43 322. 39 59 93 113 147 167 201 221 255 275 309 329 UNI GX -0.43 323. 36 37 49 50 90 91 103 104 144 145 157 158 198 199 211 212 252 253 265 266 - 324. 306 307 319 320 UNI GY -0.58 325. 36 49 90 103 144 157 198 211 252 265 306 319 UNI GX 0.12 326. 37 50 91 104 145 158 199 212 253 266 307 320 UNI GX -0.12 327. 391 TO 398 401 TO 408 443 TO 450 453 TO 460 495 TO 502 505 TO 512 547 TO 554 - 328. 557 TO 564 599 TO 606 609 TO 616 651 TO 658 661 TO 668 UNI GY -0.99 329. 401 TO 408 453 TO 460 505 TO 512 557 TO 564 609 TO 616 661 TO 668 UNI GX 0.21 330. 391 TO 398 443 TO 450 495 TO 502 547 TO 554 599 TO 606 651 TO 658 UNI GX -0.21 331. 388 TO 390 409 440 TO 442 461 492 TO 494 513 544 TO 546 565 596 TO 598 617 - 332. 648 TO 650 669 UNI GY -1.77 333. 389 409 441 461 493 513 545 565 597 617 649 669 UNI GX 0.38 334. 388 390 440 442 492 494 544 546 596 598 648 650 UNI GX -0.38 335. 386 387 399 400 438 439 451 452 490 491 503 504 542 543 555 556 594 595 607 - 336. 608 646 647 659 660 UNI GY -0.51 337. 387 400 439 452 491 504 543 556 595 608 647 660 UNI GX 0.11 338. 386 399 438 451 490 503 542 555 594 607 646 659 UNI GX -0.11 339. *LOAD 8 LOADTYPE NONE TITLE WL UPWARDS 340. *MEMBER LOAD 341. 41 TO 48 51 TO 58 95 TO 102 105 TO 112 149 TO 156 159 TO 166 203 TO 210 213 - 342. 214 TO 220 257 TO 264 267 TO 274 311 TO 318 321 TO 328 UNI GY 1.75 343. 41 TO 48 95 TO 102 149 TO 156 203 TO 210 257 TO 264 311 TO 318 UNI GX -0.37 344. 51 TO 58 105 TO 112 159 TO 166 213 TO 220 267 TO 274 321 TO 328 UNI GX 0.37 345. 38 TO 40 59 92 TO 94 113 146 TO 148 167 200 TO 202 221 254 TO 256 275 308 - 346. 309 TO 310 329 UNI GY 2.16 347. 38 40 92 94 146 148 200 202 254 256 308 310 UNI GX -0.46 348. 39 59 93 113 147 167 201 221 255 275 309 329 UNI GX 0.46 349. 36 37 49 50 90 91 103 104 144 145 157 158 198 199 211 212 252 253 265 266 - 350. 306 307 319 320 UNI GY 2.39 351. 36 49 90 103 144 157 198 211 252 265 306 319 UNI GX -0.51 352. 37 50 91 104 145 158 199 212 253 266 307 320 UNI GX 0.51 353. 391 TO 398 401 TO 408 443 TO 450 453 TO 460 495 TO 502 505 TO 512 547 TO 554 - 354. 557 TO 564 599 TO 606 609 TO 616 651 TO 658 661 TO 668 UNI GY 1.52 355. 401 TO 408 453 TO 460 505 TO 512 557 TO 564 609 TO 616 661 TO 668 UNI GX -0.32 356. 391 TO 398 443 TO 450 495 TO 502 547 TO 554 599 TO 606 651 TO 658 UNI GX 0.36 357. 388 TO 390 409 440 TO 442 461 492 TO 494 513 544 TO 546 565 596 TO 598 617 - 358. 648 TO 650 669 UNI GY 1.87 359. 389 409 441 461 493 513 545 565 597 617 649 669 UNI GX -0.4 360. 388 390 440 442 492 494 544 546 596 598 648 650 UNI GX 0.4 361. 386 387 399 400 438 439 451 452 490 491 503 504 542 543 555 556 594 595 607 - 362. 608 646 647 659 660 UNI GY 2.08 363. 387 400 439 452 491 504 543 556 595 608 647 660 UNI GX -0.44 364. 386 399 438 451 490 503 542 555 594 607 646 659 UNI GX 0.44 365. LOAD 9 LOADTYPE NONE TITLE WLZ 366. MEMBER LOAD 367. 332 TO 357 671 TO 696 UNI GZ -1. 368. LOAD COMB 101 ULS 1.4DL+1.6LL 369. 1 1.4 2 1.4 3 1.4 4 1.4 5 1.4 6 1.6 370. LOAD COMB 102 ULS 1.4DL+1.4WLD 371. 1 1.4 2 1.4 3 1.4 4 1.4 5 1.4 7 1.4 372. *8 1.4 373. *LOAD COMB 103 ULS 1.4DL+1.4WLU 374. *1 1.4 2 1.4 3 1.4 4 1.4 5 1.4 8 1.4


375. LOAD COMB 104 ULS 1.4DL+1.4WLZ 376. 1 1.4 2 1.4 3 1.4 4 1.4 5 1.4 9 1.4 377. LOAD COMB 105 ULS 1.2DL+1.2LL+1.2WLD 378. 1 1.2 2 1.2 3 1.2 4 1.2 5 1.2 6 1.2 7 1.2 379. *8 1.2 380. *LOAD COMB 106 ULS 1.2DL+1.2LL+1.2WLU 381. *1 1.2 2 1.2 3 1.2 4 1.2 5 1.2 6 1.2 8 1.2 382. LOAD COMB 111 SLS DL+LL 383. 1 1.0 2 1.0 3 1.0 4 1.0 5 1.0 6 1.0 384. LOAD COMB 112 SLS WLD 385. 1 1.0 2 1.0 3 1.0 4 1.0 5 1.0 6 1.0 7 1.0 386. *8 1.0 387. LOAD COMB 113 SLS WLU 388. 1 1.0 2 1.0 3 1.0 4 1.0 5 1.0 6 1.0 389. *8 1.0 390. PERFORM ANALYSIS

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

NUMBER OF JOINTS 396 NUMBER OF MEMBERS 713 NUMBER OF PLATES 0 NUMBER OF SOLIDS 0 NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 19

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 8, TOTAL DEGREES OF FREEDOM = 2319


391. PARAMETER 1 392. CODE BS5950 393. CHECK CODE MEMB 1 2 5 TO 30 32 34 60 62 TO 89 114 TO 143 168 TO 197 - 394. 222 TO 251 276 278 TO 305 330 TO 385 410 TO 437 462 TO 489 514 TO 541 566 - 395. 567 TO 593 618 TO 645 670 TO 708 711 TO 722

STAAD.Pro CODE CHECKING - (BSI )***********************

PROGRAM CODE REVISION V2.13_5950-1_2000


ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION

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

1 ST UB533X210X138 PASS ANNEX I.1 0.421 10162.04 C 0.00 191.71 -

2 ST UB533X210X138 PASS BS-4.8.3.3.2 0.159 101239.11 C 0.11 0.00 -























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









34 ST UB914X305X201 PASS BS-4.3.6 0.541 1010.55 C 0.00 725.63 0.00



63 ST UB457X191X74 PASS BS-4.8.2.2 0.349 757.05 T -0.01 -148.18 0.41

64 ST UB457X191X74 PASS BS-4.8.2.2 0.345 757.99 T 0.01 146.36 0.00

65 ST UB457X191X74 PASS BS-4.8.2.2 0.352 757.02 T -0.01 -149.92 1.18





70 ST UB457X191X74 PASS BS-4.8.2.2 0.234 757.91 T 0.00 -95.87 0.00







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


75 ST UB457X191X74 PASS BS-4.8.2.2 0.296 757.92 T -0.01 -124.19 1.18

76 ST UB457X191X74 PASS BS-4.8.2.2 0.337 757.92 T -0.01 -142.90 1.18

77 ST UB457X191X74 PASS BS-4.8.2.2 0.345 757.96 T -0.01 -146.36 1.18

78 ST UB457X191X74 PASS BS-4.8.2.2 0.352 756.98 T 0.01 149.92 0.00

79 ST UB457X191X74 PASS BS-4.8.2.2 0.323 756.98 T 0.01 136.43 0.00










89 ST UB914X305X201 PASS BS-4.9 0.742 1010.00 T 0.00 725.37 0.00


115 ST UB533X210X138 PASS BS-4.8.3.3.2 0.217 101327.14 C 0.12 0.00 -


117 ST UB457X191X74 PASS BS-4.8.2.2 0.379 764.73 T -0.01 -160.39 0.41

118 ST UB457X191X74 PASS BS-4.8.2.2 0.376 765.33 T 0.01 159.22 0.00

119 ST UB457X191X74 PASS BS-4.8.2.2 0.380 764.69 T -0.01 -160.91 1.18




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





124 ST UB457X191X74 PASS BS-4.8.2.2 0.265 765.24 T 0.00 -108.66 0.00

125 ST UB457X191X74 PASS BS-4.8.2.2 0.142 765.24 T 0.00 -53.19 0.00





130 ST UB457X191X74 PASS BS-4.8.2.2 0.370 765.25 T -0.01 -156.38 1.18

131 ST UB457X191X74 PASS BS-4.8.2.2 0.376 765.29 T -0.01 -159.22 1.18

132 ST UB457X191X74 PASS BS-4.8.2.2 0.380 764.65 T 0.01 160.91 0.00













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




169 ST UB533X210X138 PASS BS-4.8.3.3.2 0.149 101225.38 C 0.04 0.00 -


171 ST UB457X191X74 PASS BS-4.8.2.2 0.378 765.01 T -0.01 -159.97 0.41

172 ST UB457X191X74 PASS BS-4.8.2.2 0.375 765.69 T 0.01 158.64 0.00

173 ST UB457X191X74 PASS BS-4.8.2.2 0.379 764.97 T -0.01 -160.78 1.18





178 ST UB457X191X74 PASS BS-4.8.2.2 0.268 765.60 T 0.00 -110.31 0.00

179 ST UB457X191X74 PASS BS-4.8.2.2 0.146 765.60 T 0.00 -54.71 0.00





184 ST UB457X191X74 PASS BS-4.8.2.2 0.368 765.61 T -0.01 -155.67 1.18

185 ST UB457X191X74 PASS BS-4.8.2.2 0.375 765.65 T -0.01 -158.64 1.18

186 ST UB457X191X74 PASS BS-4.8.2.2 0.379 764.93 T 0.01 160.78 0.00





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












223 ST UB533X210X138 PASS BS-4.8.3.3.2 0.234 101354.75 C 0.02 0.00 -


225 ST UB457X191X74 PASS BS-4.8.2.2 0.379 764.68 T -0.01 -160.46 0.41

226 ST UB457X191X74 PASS BS-4.8.2.2 0.376 765.28 T 0.01 159.30 0.00

227 ST UB457X191X74 PASS BS-4.8.2.2 0.380 764.64 T -0.01 -160.93 1.18





232 ST UB457X191X74 PASS BS-4.8.2.2 0.264 765.19 T 0.00 -108.42 0.00

233 ST UB457X191X74 PASS BS-4.8.2.2 0.142 765.19 T 0.00 -52.97 0.00




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





238 ST UB457X191X74 PASS BS-4.8.2.2 0.370 765.20 T -0.01 -156.49 1.18

239 ST UB457X191X74 PASS BS-4.8.2.2 0.376 765.24 T -0.01 -159.30 1.18

240 ST UB457X191X74 PASS BS-4.8.2.2 0.380 764.60 T 0.01 160.93 0.00














279 ST UB457X191X74 PASS BS-4.8.2.2 0.402 765.19 T -0.01 -171.08 0.41

280 ST UB457X191X74 PASS BS-4.8.2.2 0.398 766.32 T 0.01 168.89 0.00




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

281 ST UB457X191X74 PASS BS-4.8.2.2 0.407 765.15 T -0.01 -173.23 1.18





286 ST UB457X191X74 PASS BS-4.8.2.2 0.266 766.23 T 0.00 -109.16 0.00





291 ST UB457X191X74 PASS BS-4.8.2.2 0.341 766.24 T -0.01 -143.25 1.18

292 ST UB457X191X74 PASS BS-4.8.2.2 0.389 766.24 T -0.01 -164.78 1.18

293 ST UB457X191X74 PASS BS-4.8.2.2 0.398 766.28 T -0.01 -168.89 1.18

294 ST UB457X191X74 PASS BS-4.8.2.2 0.407 765.11 T 0.01 173.23 0.00

295 ST UB457X191X74 PASS BS-4.8.2.2 0.373 765.11 T 0.01 157.97 0.00











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





331 ST UB533X210X138 PASS BS-4.8.3.3.2 0.174 101263.19 C 0.00 0.00 -





















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


























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


























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


























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






628 ST UB457X191X74 PASS BS-4.8.2.2 0.146 758.55 T 0.00 -56.24 0.00




















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


























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







697 ST TUB1001004.0 PASS BS-4.8.2.2 0.023 1042.25 T 0.00 -0.27 2.19

698 ST TUB1001004.0 PASS BS-4.7 (C) 0.033 1046.54 C 0.00 0.00 4.39

699 ST TUB1001004.0 PASS BS-4.7 (C) 0.034 1045.27 C 0.00 0.00 5.12

700 ST TUB1001004.0 PASS BS-4.8.2.2 0.034 1042.37 T 0.00 -0.42 2.56

701 ST TUB1001004.0 PASS BS-4.8.2.2 0.067 10416.35 T 0.00 -0.42 2.56

702 ST TUB1001004.0 PASS BS-4.7 (C) 0.184 10428.55 C 0.00 0.00 5.12

703 ST TUB1001004.0 PASS BS-4.7 (C) 0.157 10424.34 C 0.00 0.00 5.12

704 ST TUB1001004.0 PASS BS-4.8.2.2 0.066 10415.89 T 0.00 -0.42 2.56

705 ST TUB1001004.0 PASS BS-4.7 (C) 0.034 1045.27 C 0.00 0.00 5.12

706 ST TUB1001004.0 PASS BS-4.8.2.2 0.034 1042.37 T 0.00 -0.42 2.56

707 ST TUB1001004.0 PASS BS-4.7 (C) 0.033 1046.54 C 0.00 0.00 4.39

708 ST TUB1001004.0 PASS BS-4.8.2.2 0.023 1042.25 T 0.00 -0.27 2.19

711 ST TUB1001004.0 PASS BS-4.8.2.2 0.064 10415.01 T 0.00 -0.42 2.56

712 ST TUB1001004.0 PASS BS-4.7 (C) 0.193 10429.90 C 0.00 0.00 5.12

713 ST TUB1001004.0 PASS BS-4.7 (C) 0.166 10425.68 C 0.00 0.00 5.12

714 ST TUB1001004.0 PASS BS-4.7 (C) 0.070 10110.77 C 0.00 0.00 5.12




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

715 ST TUB1001004.0 PASS BS-4.8.2.2 0.021 1041.27 T 0.00 -0.27 2.19

716 ST TUB1001004.0 PASS BS-4.7 (C) 0.037 1047.52 C 0.00 0.00 4.39

717 ST TUB1001004.0 PASS BS-4.7 (C) 0.043 1046.61 C 0.00 0.00 5.12

718 ST TUB1001004.0 PASS BS-4.7 (C) 0.031 1014.74 C 0.00 0.00 5.12

719 ST TUB1001004.0 PASS BS-4.7 (C) 0.043 1046.61 C 0.00 0.00 5.12

720 ST TUB1001004.0 PASS BS-4.7 (C) 0.031 1014.74 C 0.00 0.00 5.12

721 ST TUB1001004.0 PASS BS-4.7 (C) 0.037 1047.52 C 0.00 0.00 4.39

722 ST TUB1001004.0 PASS BS-4.8.2.2 0.021 1041.27 T 0.00 -0.27 2.19

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

396. FINISH

*********** END OF THE STAAD.Pro RUN ***********


************************************************************* For questions on STAAD.Pro, please contact ** Bentley Systems or Partner offices ** ** Telephone Web / Email ** USA +1 (714) 974-2500 ** UK +44 (0) 808 101 9246 ** SINGAPORE +65 6225-6158 ** FRANCE +33 (0) 1 55238400 ** GERMANY +49 0931 40468 ** INDIA +91 (033) 4006-2021 ** JAPAN +81 (03)5952-6500 http://www.ctc-g.co.jp ** CHINA +86 21 6288 4040 ** THAILAND +66 (0)2645-1018/19 [email protected]** ** Worldwide http://selectservices.bentley.com/en-US/ ** *************************************************************

STEEL CONNECTION DESIGN

SheetJob Number

Job Title

Client

Calcs by Checked by Date

Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]

S12Beam - Column Connection - Ver W2.6.01 - 16 Jan 2013

Title : Default ConnectionCode of Practice : BS5950 - 2000 Created :

Notes and Assumptions

1 All bolt holes are assumed to be normal clearance holes.2 All bolts are assumed to have threads in their shear planes.3 It is assumed that the connection is deep enough for the flanges

to resist the compressive and tensile forces in them.4 It is assumed that compressive forces in flanges and stiffeners

are conveyed through welds and not through bearing.5 Axial force in the column is not considered in the design.5 HSFG bolts are designed for non-slip under factored loads.

Summary

Summary of Forces and Capacities for Design to BS5950 - 2000

Check Member Type LC Applied Capacity Units % of Cap. ?

1 Weld Flange 1 494.5 529.1 kN 93.5 O.K.

2 Weld Web 2 112.3 1882.3 kN 6 O.K.

3 Column Web Tension Yielding 2 435.6 1695.2 kN 25.7 O.K.

4 Column Web Compression Crippling 2 367.7 427.8 kN 86 O.K.

5 Column Web Compression Buckling 1 494.5 1545.3 kN 32 O.K.

6 Column Web Shear 1 494.5 1141 kN 43.3 O.K.

7 Bolts & Flange Tension & Bending 2 186.9 256.1 kN 73 O.K.

8 Column Flange Bearing 2 9.4 206.9 kN 4.5 O.K.

9 Bolts & End Plate Tension & Bending 2 186.9 224.8 kN 83.1 O.K.

10 End Plate Bearing 2 9.4 194.3 kN 4.8 O.K.

11 Bolts Shear 2 9.4 91.9 kN 10.2 O.K.

12 Bolts Shear & Tension 2 0.8 1.4 kN 55.9 O.K.

13 Bolts Slip N/A N/A N/A kN N/A N/A

Input

SheetJob Number

Job Title

Client



General SettingsBolt Tension AnalysisBolt TypeBolt GradeMember Ultimate StrengthMember Yield StrengthWeld Ultimate Strength

PlasticBearing8.8450275480

Connection TypeColumnBeamColumn Extent Above(mm)Beam AngleHaunch Depth (mm)Haunch Length (mm)

Flush End Plate533x210x122 I1457x191x74 I10125332700

Ultimate Limit State Loads in BeamSLS Factor

Load Case Shear Axial Moment

1 96.1 89.8 434.142 95.7 -89.7 -395.8

End PlateWidth (mm)Extent Above Beam Flange (mm)

215N/A

SheetJob Number

Job Title

Client



Extent Below Haunch (mm)Thickness (mm)Stiffeners

Column Stiffeners

Width (mm)Top Stiffener Thickness (mm)Bottom Stiffener Thickness (mm)Shear Stiffener Thickness (mm)Shear Stiffener Orientation

Web PlatesLayoutThickness (mm)

Top Backing Plate Thickness (mm)Bottom Backing Plate Thickness (mm)

Bolts Diameter (mm)

Rows of Bolts

Above Top FlangeBelow Top FlangeAbove HaunchBelow HaunchRow Spacing (mm)

Bolt OffsetsWeb (mm)Flange (mm)Above Haunch (mm)

Welds

Beam & Haunch FlangesBeam Web (mm)Top Stiffener (mm)Bottom Stiffener (mm)Shear Stiffener (mm)

N/A20N/A1001616NoneNoneNoneNoneNoneNone

20N/A33N/A134461001009600N/A

Capacity of the Stiffeners

The capacity of the applicable stiffener is the lesser of the capacity of the plate and the capacity of the stiffener welds.

Top Stiffener : Weld

The Capacity of weld is the lesser of : 6.8.5

=Ps0.5 Aw Ue

1000

. .

=0.5 0 480

1000

= 0.0000100 kN

=Ps0.55 Aw Us

1000

. .

=0.55 0 450

1000

= 0.0000100 kN

Top Stiffener : Tension 4.5.4

SheetJob Number

Job Title

Client



=Ps2 t b py

1000

. . .

=2 16 100 275

1000

= 880.000 kN

Top Stiffener : Compression 4.5.2/3

=Ps2 t b py

1000

. . .

=2 16 100 275

1000

= 880.000 kN

Bottom Stiffener : Weld

The Capacity of weld is the lesser of : 6.8.5

=Ps0.5 Aw Ue

1000

. .

=0.5 0 480

1000

= 0.0000100 kN

=Ps0.55 Aw Us

1000

. .

=0.55 0 450

1000

= 0.0000100 kN

Bottom Stiffener : Tension 4.5.4

=Ps2 t b py

1000

. . .

=2 16 100 275

1000

= 880.000 kN

Bottom Stiffener : Compression 4.5.2/3

SheetJob Number

Job Title

Client



=Ps2 t b py

1000

. . .

=2 16 100 275

1000

= 880.000 kN

Check 1 : Capacity of the Beam Flange Welds

The worst load is encountered for Load Case : 1 Bmax = 494.488 kN

The Capacity of the weld is the lesser of : 6.8.5

=Pw0.5 Aw Ue

1000

. .

=0.5 2 204.488 480

1000

= 529.077 kN

=Pw0.55 Aw Us

1000

. .

=0.55 2 204.488 450

1000

= 545.611 kN

Beam Flange Weld is safe

Check 2 : Capacity of the Beam Web Welds


The Capacity of the weld is the lesser of : 6.8.5

=Pw0.5 Aw Ue

1000

. .

=0.5 7 843.07 480

1000

= 1 882.337 kN

=Pw0.55 Aw Us

1000

. .

=0.55 7 843.07 450

1000

= 1 941.160 kN

SheetJob Number

Job Title

Client



Beam Web Weld is safe

Check 3 : Capacity of the Column web in tension

Opposite Top flange of the beam :

The worst load is encountered for Load Case : 1 when Tmax =386.67 kN

The Capacity of the web is :

=Pttw leff py

1000

. .

=12.7 485.38 275

1000

= 1 695.190 kN

But due to the stiffeners the resistance is :

=Pteff Pt Ps + = 1 695.190 0 +

= 1 695.190 kN

4.5.4

Opposite Bottom flange of the beam :

The worst load is encountered for Load Case : 2 when Tmax =435.591 kN


=Pttw leff py

1000

. .

=12.7 485.38 275

1000

= 1 695.190 kN


=Pteff Pt Ps + = 1 695.190 0 +

= 1 695.190 kN

4.5.4

Column web is safe in tension

Check 4 : Crippling Capacity of the Column web in Compression


The worst load is encountered for Load Case : 2 when Fxmax =367.749 kN

SheetJob Number

Job Title

Client




=Pbwb1 n k tw pyw

1000

. +( ). .

=54.5 2 34 12.7 275

1000 +( )

= 427.831 kN


=Pceff Pbw Ps +

= 427.831 0 +

= 427.831 kN

4.5.2




=Pbwb1 n k tw pyw

1000

. +( ). .

=54.5 5 34 12.7 275

1000 +( )

= 784.066 kN


=Pceff Pbw Ps + = 784.066 0 +

= 784.066 kN

4.5.2

Column web is safe in compression for crippling

Check 5 : Buckling Capacity of the Column web in Compression



Assumptions : 1) Bearing flange is restrained against rotation relative to the web2) Bearing flange is restrained against lateral movement relative to

the outer flange

4.5.3.3

SheetJob Number

Job Title

Client



=PcA pc1000

.

=4 409.675 275

1000

= 1 212.661 kN



Assumptions : 1) Bearing flange is restrained against rotation relative to the web2) Bearing flange is restrained against lateral movement relative to

the outer flange

=PcA pc1000

.

=5 619.35 275

1000

= 1 545.321 kN

4.5.3.3

Column web is safe in compression for buckling

Check 6 : Shear Capacity of the Column Web

The worst load is encountered for Load Case : 1 when Fv =494.488 kN

4.5.6

=Pv0.6 py Av

1000

. .

=0.6 275 6 915.15

1000

= 1 141.000 kN

4.2.3

Column web shear is safe

Check 7 : Bolt tension and Column Flange Bending

The worst load is encountered for Load Case : 2

Fmax = 186.894 kN

SheetJob Number

Job Title

Client



The resistance is the smaller of the 3 possible failure modes :

Mode 1 : Complete yielding of the flange

=R14 Mpl 2 Mbp

m1000

. . + .

=4 4.17962 2 0

35.841000

+

= 466.475 kN

Mode 2 : Bolt Failure with yielding of the flange

=R22 Mpl 1000 n 2 Bt

m n. . . . +

+

=2 4.17962 1000 44.8 2 137.2

35.84 44.8 +

+

= 256.106 kN

Mode 3 : Bolt Failure only

=R3 2 Bt.

= 2 137.2

= 274.400 kN

Therefore R = R2 = 256.106

Bolt tension and Column Flange bending is safe

Check 8 : Bearing on the Column Flange

The worst load is encountered for Load Case : 2 with Fb = 9.355 kN

The Bearing Capacity of the Flange at any Bolt is the lesser of :

=Pbbd tp pbb

1000

. .

=20 21.3 1008

1000

= 429.408 kN

6.3.3.2

And

6.3.3.3

SheetJob Number

Job Title

Client



=Pbsd tp pbs

1000

. .

=20 21.3 485.75

1000

= 206.930 kN

And

=Pbs

12

e tp pbs

1000

. . .

=

12

100 21.3 485.75

1000

= 517.324 kN

6.3.3.3

Column flange bearing is safe

Check 9 : Bolt tension and End Plate Bending


Fmax = 186.894 kN

SheetJob Number

Job Title

Client



The resistance is the smaller of the 3 possible failure modes :

Mode 1 : Complete yielding of the End Plate

=R14 Mpl

m1000

..

=4 3.685

44.61000

= 330.493 kN

Mode 2 : Bolt Failure with yielding of the End Plate

=R22 Mpl 1000 n 2 Bt

m n. . . . +

+

=2 3.685 1000 53.6 2 137.2

44.6 53.6 +

+

= 224.825 kN

Mode 3 : Bolt Failure only

=R3 2 Bt.

= 2 137.2

= 274.400 kN

Therefore R = R2 = 224.825

Bolt tension and End Plate bending is safe

Check 10 : Bearing on the End Plate

The worst load is encountered for Load Case : 2 with Fb = 9.355 kN

The Bearing Capacity of the Flange at any Bolt is the lesser of :

=Pbbd tp pbb

1000

. .

=20 20 1008

1000

= 403.200 kN

6.3.3.2

And

6.3.3.3

SheetJob Number

Job Title

Client



=Pbsd tp pbs

1000

. .

=20 20 485.75

1000

= 194.300 kN

And

=Pbs

12

e tp pbs

1000

. . .

=

12

100 20 485.75

1000

= 485.750 kN

6.3.3.3

End plate bearing is safe

Check 11 : Shear Capacity of the Bolts

The worst load is encountered for Load Case : 2 when Fsmax =9.355 kN

The resistance of any bolt is :

=Psps As1000

.

=375 245

1000

= 91.875 kN

6.3.2

Bolt shear is safe

Check 12 : Shear and Tension Capacity of the Bolts


6.3.4.4

=FactorFsPs

FtPt

+

=9.35591.875

93.447137.2

+

= 0.7829

The factor must be less than or equal to 1.4 :

SheetJob Number

Job Title

Client



Bolt shear and tension is safe

SheetJob Number

Job Title

Client



Bolt Forces

87.31 kN

87.31 kN

87.31 kN

0 kN

0 kN

0 kN

Shear force per bolt : 6.28 kN

Bolt Forces for Load Case : 1

5.65 kN

5.65 kN

5.65 kN

93.45 kN

93.45 kN

93.45 kN

Shear force per bolt : 9.35 kN

Bolt Forces for Load Case : 2

SheetJob Number

Job Title

Client



S13Apex Connection - Ver W2.6.01 - 16 Jan 2013

Title : Default ConnectionCode of Practice : BS5950 - 1990 Created :

Notes and Assumptions

1 All bolt holes are assumed to be normal clearance holes.2 All bolts are assumed to have threads in their shear planes.3 It is assumed that the connection is deep enough for the flanges

to resist the compressive and tensile forces in them.

Summary

Summary of Forces and Capacities for Design to BS5950 - 1990

Check Member Type LC Applied Capacity Units % of Cap. ?

1 Weld Flange 2 202.9 223.2 kN 90.9 O.K.

2 Weld Web 1 27.6 1133.6 kN 2.4 O.K.

3 Bolts Shear 1 2.3 94.1 kN 2.4 O.K.

3b Bolts Slip N/A N/A N/A kN N/A N/A

4 Bolts Combined 1 0.4 1.4 kN 29.1 O.K.

5 Bolts & Plate Tension & Bending 1 87 203 kN 42.8 O.K.

6 Plate Bearing 1 2.3 188.5 kN 1.2 O.K.

Input

General SettingsBolt Tension Analysis Plastic

SheetJob Number

Job Title

Client



Bolt TypeBolt GradeMember Ultimate StrengthMember Yield StrengthWeld Ultimate Strength

Bearing8.8450275480

Connection TypeBeamBeam AngleHaunch Depth (mm)Haunch Length (mm)

Flush End Plate457x191x74 I1124522125

Ultimate Limit State Loads in BeamSLS Factor

Load Case Shear Axial Moment

1 14.6 -64.19 -154.92 11.9 64.7 153.8

End Plate

Width (mm)Extent Above Beam Flange (mm)Extent Below Haunch (mm)Thickness (mm)

Bolts Diameter (mm)

Rows of Bolts

Above Top FlangeBelow Top FlangeAbove HaunchBelow Haunch

Bolt Offsets

Row Spacing (mm)Web (mm)Flange (mm)Above Haunch (mm)

Weld Sizes Beam Flanges (mm)

190.5N/AN/A20

20N/A33N/A13445100100

4

SheetJob Number

Job Title

Client



Beam Web (mm) 4

Check 1 : Capacity of the Beam Flange Welds


The Capacity of weld is the lesser of : 6.6.5.5

=Pw0.5 Aw Ue

1000

. .

=0.5 983.92 480

1000

= 236.141 kN

=Pw0.54 Aw Us

1000

. .

=0.54 983.92 450

1000

= 239.093 kN

Beam Flange Weld is safe

Check 2 : Capacity of the Beam Web Welds


The Capacity of weld is the lesser of : 6.6.5.5

=Pw0.5 Aw Ue

1000

. .

=0.5 2 361.672 480

1000

= 566.801 kN

=Pw0.54 Aw Us

1000

. .

=0.54 2 361.672 450

1000

= 573.886 kN

Beam Web Weld is safe

Check 3 : Shear Capacity of the Bolts

SheetJob Number

Job Title

Client



The worst load is encountered for Load Case : 1 when Fsmax =2.302 kN

The resistance of any bolt is :

=Psps As1000

.

=94.08 245.04

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