Week 9 Challenge

Aim : Calculate the wave load on the bridge superstructure shown in fig. The maximum crest elevation for the wave is 3 m. The deck of the slab is supported by three I Girders. Each I Girder is 1.7 m height with a top and bottom flange width of 2.5m. The thickness of flange and web is 500 mmThe Span of the bridge is 12m. The width of deck slab is 9m and the thickness of deck slab is 2m. Assume constant r as 5. Assume Cva as 3. The Storm elevation is 8.5m. Take Cr as 0.4

Given that:

Max. Crest elevation for the wave 3m

No of Girders 3Nos

I-girder Height 1.7m

I-girder top & bottom width of flanges 2.5m

Thickness of flange and web 0.5m

Span of the bridge 12m

Width of slab 9m

Thickness of slab 2m

Constant r 5

CVa 3

Cr 0.4

Calculations:

Ah height =Height from I-girder bottom to parapet wall Height

=1.7+2=3.7m

Δ Zh = η_max – Centroid of Ah

3-(3.7/2)

=1.15

Δzv = η_max - Elevation of the bottom deck

=

=3-2

=1m

N =3

Fv = Unit weight of water x Delta Zv x Av = 10x2.15x[9x(2+1.7)]= 715.95kN

Fvmax = CvaXFv = 3x366.3=2147.85 kN

Fh = Unit weight of water x Delta Zh x Ah = 10x1.15x(12x3) = 414 kN

Fhmax = (1+Cr (N-1))xCvaxFh = (1+0.4(3-1))x3x414=2235.6 kN

Staad pro Modelling:

Creation of Origin:

Right side Nodes panel->x,y,z=0

Creation of First pier:

Right side Nodes panel->x=0,y=9.7,z=0

Using Add beam option Connect Node 1 and Node2

Assigning properties to Pier(Assuming 1.5 m dia )

Click Properties tab on Main panel->Click on Define tab on right side properties window->Circle=1.5m-> Add->Close

select Cir 1.5 Concrete on Properties panel-> Using Beam cursor select beam –Assign to Selected beams-> assign

Assigning Fixed support to Pier

Click Supports tab on Main panel->Click on Create tab on right side Supports window->Create-> Add

select S2 Support onSupports panel-> Using Node cursor select Pier bottom –Assign to Selected Node-> assign ->yes

Using Translational repeat method adding Rhs pier:

Select Pier using Beam Cursor->Under geometry Tab ->Translational repeat->Global direction=Z,No. of Steps=1,Default Spacing=6 m,Check Link steps and Open Base->Ok

Creating 12m span’s Opposite side piers

Select all Beams using Beam cursor->Under geometry Tab ->Translational repeat->Global direction=Z,No. of Steps=1,Default Spacing=12m,Check Link steps and Open Base->Ok

Assigning properties to I-Girder:

Click Properties tab on Main panel->Click on Define tab on right side properties window->Tapered-I(Enter details as shown in fig),Material –Concrete-> Add->Close

select Tapper on Properties panel-> Using Beam cursor select beams parallel to X-axis –>Assign to Selected beams-> assign

Creation of Deck slab plates:

Creation of first Plate:

• By selecting Node cursor Click on Top left corner node->geometry->Using translational repeat method , global direction=X->No. of steps 1->Default spacing .5->O.K.
• Creation of Nodes in Z-direction: Selecting top left corner nodes->Using translational repeat method , global direction=z->No. of steps 1->Default spacing .5->O.K.3

Add plate->Select all four nodes one by one –O.k

Creation of mesh for slab in X –direction(X=12,so 12/0.5-1=23 plates required)

• Select plate cursor->select top plates ->Translational repetition ->, global direction=z->No. of steps =23->Default spacing .5->O.K.

Creation of mesh for slab in Z –direction(Z=7.5,so 7.5/0.5-1=14 plates required)

• Select plate cursor->select top plates ->Translational repetition ->, global direction=z->No. of steps =14->Default spacing .5->O.K.

Creation of mesh for slab in -Z –direction(Z=1.5,so 1.5/0.5=3 plates required)

• Select plate cursor->select top plates ->Translational repetition ->, global direction=z->No. of steps =3->Default spacing - .5->O.K.

Assigning thickness to slab plates:

By Selection all plates ->properties->plates->Thickness 2->Add

Complete Render View

Assigning Loads:

Select Loading tab in the main panel->Select load case details in Loads & defination panel->ADD->In Primary window Number=1,Title=Wave Loads->Add

Click at Newly created Waveloads->Add->In the Add New:Load items->Click at Nodal load->Select Node

->Enter Fx=2235.6 Kn(as per calculated)-Add

Click Waveloads->Add->In the Add New:Load items->Click at Nodal load->Select Node

->Enter Fy=2147.85 Kn(as per calculated)-Add->Close

In Analytical Model’s Main window ,right click ->Command file editor->Type “PERFORM ANALYSIS” at the end of file Before finish.

Run analysis(Ctrl+F5)

Displaying results:

Displacement:

Shear force-Y:

Beam results:

Plate results(Absolute):

Command File editor:

STAAD SPACE

START JOB INFORMATION

ENGINEER DATE 13-Feb-23

END JOB INFORMATION

INPUT WIDTH 79

UNIT METER KN

JOINT COORDINATES

1 0 0 0; 2 0 9.7 0; 3 0 0 6; 4 0 9.7 6; 5 12 0 0; 6 12 9.7 0; 7 12 0 6;

8 12 9.7 6; 9 0.5 9.7 0; 10 0 9.7 0.5; 11 0.5 9.7 0.5; 12 1 9.7 0;

13 1 9.7 0.5; 14 1.5 9.7 0; 15 1.5 9.7 0.5; 16 2 9.7 0; 17 2 9.7 0.5;

18 2.5 9.7 0; 19 2.5 9.7 0.5; 20 3 9.7 0; 21 3 9.7 0.5; 22 3.5 9.7 0;

23 3.5 9.7 0.5; 24 4 9.7 0; 25 4 9.7 0.5; 26 4.5 9.7 0; 27 4.5 9.7 0.5;

28 5 9.7 0; 29 5 9.7 0.5; 30 5.5 9.7 0; 31 5.5 9.7 0.5; 32 6 9.7 0;

33 6 9.7 0.5; 34 6.5 9.7 0; 35 6.5 9.7 0.5; 36 7 9.7 0; 37 7 9.7 0.5;

38 7.5 9.7 0; 39 7.5 9.7 0.5; 40 8 9.7 0; 41 8 9.7 0.5; 42 8.5 9.7 0;

43 8.5 9.7 0.5; 44 9 9.7 0; 45 9 9.7 0.5; 46 9.5 9.7 0; 47 9.5 9.7 0.5;

48 10 9.7 0; 49 10 9.7 0.5; 50 10.5 9.7 0; 51 10.5 9.7 0.5; 52 11 9.7 0;

53 11 9.7 0.5; 54 11.5 9.7 0; 55 11.5 9.7 0.5; 56 12 9.7 0.5; 57 0 9.7 1;

58 0.5 9.7 1; 59 1 9.7 1; 60 1.5 9.7 1; 61 2 9.7 1; 62 2.5 9.7 1; 63 3 9.7 1;

64 3.5 9.7 1; 65 4 9.7 1; 66 4.5 9.7 1; 67 5 9.7 1; 68 5.5 9.7 1; 69 6 9.7 1;

70 6.5 9.7 1; 71 7 9.7 1; 72 7.5 9.7 1; 73 8 9.7 1; 74 8.5 9.7 1; 75 9 9.7 1;

76 9.5 9.7 1; 77 10 9.7 1; 78 10.5 9.7 1; 79 11 9.7 1; 80 11.5 9.7 1;

81 12 9.7 1; 82 0 9.7 1.5; 83 0.5 9.7 1.5; 84 1 9.7 1.5; 85 1.5 9.7 1.5;

86 2 9.7 1.5; 87 2.5 9.7 1.5; 88 3 9.7 1.5; 89 3.5 9.7 1.5; 90 4 9.7 1.5;

91 4.5 9.7 1.5; 92 5 9.7 1.5; 93 5.5 9.7 1.5; 94 6 9.7 1.5; 95 6.5 9.7 1.5;

96 7 9.7 1.5; 97 7.5 9.7 1.5; 98 8 9.7 1.5; 99 8.5 9.7 1.5; 100 9 9.7 1.5;

101 9.5 9.7 1.5; 102 10 9.7 1.5; 103 10.5 9.7 1.5; 104 11 9.7 1.5;

105 11.5 9.7 1.5; 106 12 9.7 1.5; 107 0 9.7 2; 108 0.5 9.7 2; 109 1 9.7 2;

110 1.5 9.7 2; 111 2 9.7 2; 112 2.5 9.7 2; 113 3 9.7 2; 114 3.5 9.7 2;

115 4 9.7 2; 116 4.5 9.7 2; 117 5 9.7 2; 118 5.5 9.7 2; 119 6 9.7 2;

120 6.5 9.7 2; 121 7 9.7 2; 122 7.5 9.7 2; 123 8 9.7 2; 124 8.5 9.7 2;

125 9 9.7 2; 126 9.5 9.7 2; 127 10 9.7 2; 128 10.5 9.7 2; 129 11 9.7 2;

130 11.5 9.7 2; 131 12 9.7 2; 132 0 9.7 2.5; 133 0.5 9.7 2.5; 134 1 9.7 2.5;

135 1.5 9.7 2.5; 136 2 9.7 2.5; 137 2.5 9.7 2.5; 138 3 9.7 2.5;

139 3.5 9.7 2.5; 140 4 9.7 2.5; 141 4.5 9.7 2.5; 142 5 9.7 2.5;

143 5.5 9.7 2.5; 144 6 9.7 2.5; 145 6.5 9.7 2.5; 146 7 9.7 2.5;

147 7.5 9.7 2.5; 148 8 9.7 2.5; 149 8.5 9.7 2.5; 150 9 9.7 2.5;

151 9.5 9.7 2.5; 152 10 9.7 2.5; 153 10.5 9.7 2.5; 154 11 9.7 2.5;

155 11.5 9.7 2.5; 156 12 9.7 2.5; 157 0 9.7 3; 158 0.5 9.7 3; 159 1 9.7 3;

160 1.5 9.7 3; 161 2 9.7 3; 162 2.5 9.7 3; 163 3 9.7 3; 164 3.5 9.7 3;

165 4 9.7 3; 166 4.5 9.7 3; 167 5 9.7 3; 168 5.5 9.7 3; 169 6 9.7 3;

170 6.5 9.7 3; 171 7 9.7 3; 172 7.5 9.7 3; 173 8 9.7 3; 174 8.5 9.7 3;

175 9 9.7 3; 176 9.5 9.7 3; 177 10 9.7 3; 178 10.5 9.7 3; 179 11 9.7 3;

180 11.5 9.7 3; 181 12 9.7 3; 182 0 9.7 3.5; 183 0.5 9.7 3.5; 184 1 9.7 3.5;

185 1.5 9.7 3.5; 186 2 9.7 3.5; 187 2.5 9.7 3.5; 188 3 9.7 3.5;

189 3.5 9.7 3.5; 190 4 9.7 3.5; 191 4.5 9.7 3.5; 192 5 9.7 3.5;

193 5.5 9.7 3.5; 194 6 9.7 3.5; 195 6.5 9.7 3.5; 196 7 9.7 3.5;

197 7.5 9.7 3.5; 198 8 9.7 3.5; 199 8.5 9.7 3.5; 200 9 9.7 3.5;

201 9.5 9.7 3.5; 202 10 9.7 3.5; 203 10.5 9.7 3.5; 204 11 9.7 3.5;

205 11.5 9.7 3.5; 206 12 9.7 3.5; 207 0 9.7 4; 208 0.5 9.7 4; 209 1 9.7 4;

210 1.5 9.7 4; 211 2 9.7 4; 212 2.5 9.7 4; 213 3 9.7 4; 214 3.5 9.7 4;

215 4 9.7 4; 216 4.5 9.7 4; 217 5 9.7 4; 218 5.5 9.7 4; 219 6 9.7 4;

220 6.5 9.7 4; 221 7 9.7 4; 222 7.5 9.7 4; 223 8 9.7 4; 224 8.5 9.7 4;

225 9 9.7 4; 226 9.5 9.7 4; 227 10 9.7 4; 228 10.5 9.7 4; 229 11 9.7 4;

230 11.5 9.7 4; 231 12 9.7 4; 232 0 9.7 4.5; 233 0.5 9.7 4.5; 234 1 9.7 4.5;

235 1.5 9.7 4.5; 236 2 9.7 4.5; 237 2.5 9.7 4.5; 238 3 9.7 4.5;

239 3.5 9.7 4.5; 240 4 9.7 4.5; 241 4.5 9.7 4.5; 242 5 9.7 4.5;

243 5.5 9.7 4.5; 244 6 9.7 4.5; 245 6.5 9.7 4.5; 246 7 9.7 4.5;

247 7.5 9.7 4.5; 248 8 9.7 4.5; 249 8.5 9.7 4.5; 250 9 9.7 4.5;

251 9.5 9.7 4.5; 252 10 9.7 4.5; 253 10.5 9.7 4.5; 254 11 9.7 4.5;

255 11.5 9.7 4.5; 256 12 9.7 4.5; 257 0 9.7 5; 258 0.5 9.7 5; 259 1 9.7 5;

260 1.5 9.7 5; 261 2 9.7 5; 262 2.5 9.7 5; 263 3 9.7 5; 264 3.5 9.7 5;

265 4 9.7 5; 266 4.5 9.7 5; 267 5 9.7 5; 268 5.5 9.7 5; 269 6 9.7 5;

270 6.5 9.7 5; 271 7 9.7 5; 272 7.5 9.7 5; 273 8 9.7 5; 274 8.5 9.7 5;

275 9 9.7 5; 276 9.5 9.7 5; 277 10 9.7 5; 278 10.5 9.7 5; 279 11 9.7 5;

280 11.5 9.7 5; 281 12 9.7 5; 282 0 9.7 5.5; 283 0.5 9.7 5.5; 284 1 9.7 5.5;

285 1.5 9.7 5.5; 286 2 9.7 5.5; 287 2.5 9.7 5.5; 288 3 9.7 5.5;

289 3.5 9.7 5.5; 290 4 9.7 5.5; 291 4.5 9.7 5.5; 292 5 9.7 5.5;

293 5.5 9.7 5.5; 294 6 9.7 5.5; 295 6.5 9.7 5.5; 296 7 9.7 5.5;

297 7.5 9.7 5.5; 298 8 9.7 5.5; 299 8.5 9.7 5.5; 300 9 9.7 5.5;

301 9.5 9.7 5.5; 302 10 9.7 5.5; 303 10.5 9.7 5.5; 304 11 9.7 5.5;

305 11.5 9.7 5.5; 306 12 9.7 5.5; 307 0.5 9.7 6; 308 1 9.7 6; 309 1.5 9.7 6;

310 2 9.7 6; 311 2.5 9.7 6; 312 3 9.7 6; 313 3.5 9.7 6; 314 4 9.7 6;

315 4.5 9.7 6; 316 5 9.7 6; 317 5.5 9.7 6; 318 6 9.7 6; 319 6.5 9.7 6;

320 7 9.7 6; 321 7.5 9.7 6; 322 8 9.7 6; 323 8.5 9.7 6; 324 9 9.7 6;

325 9.5 9.7 6; 326 10 9.7 6; 327 10.5 9.7 6; 328 11 9.7 6; 329 11.5 9.7 6;

330 0 9.7 6.5; 331 0.5 9.7 6.5; 332 1 9.7 6.5; 333 1.5 9.7 6.5; 334 2 9.7 6.5;

335 2.5 9.7 6.5; 336 3 9.7 6.5; 337 3.5 9.7 6.5; 338 4 9.7 6.5;

339 4.5 9.7 6.5; 340 5 9.7 6.5; 341 5.5 9.7 6.5; 342 6 9.7 6.5;

343 6.5 9.7 6.5; 344 7 9.7 6.5; 345 7.5 9.7 6.5; 346 8 9.7 6.5;

347 8.5 9.7 6.5; 348 9 9.7 6.5; 349 9.5 9.7 6.5; 350 10 9.7 6.5;

351 10.5 9.7 6.5; 352 11 9.7 6.5; 353 11.5 9.7 6.5; 354 12 9.7 6.5;

355 0 9.7 7; 356 0.5 9.7 7; 357 1 9.7 7; 358 1.5 9.7 7; 359 2 9.7 7;

360 2.5 9.7 7; 361 3 9.7 7; 362 3.5 9.7 7; 363 4 9.7 7; 364 4.5 9.7 7;

365 5 9.7 7; 366 5.5 9.7 7; 367 6 9.7 7; 368 6.5 9.7 7; 369 7 9.7 7;

370 7.5 9.7 7; 371 8 9.7 7; 372 8.5 9.7 7; 373 9 9.7 7; 374 9.5 9.7 7;

375 10 9.7 7; 376 10.5 9.7 7; 377 11 9.7 7; 378 11.5 9.7 7; 379 12 9.7 7;

380 0 9.7 7.5; 381 0.5 9.7 7.5; 382 1 9.7 7.5; 383 1.5 9.7 7.5; 384 2 9.7 7.5;

385 2.5 9.7 7.5; 386 3 9.7 7.5; 387 3.5 9.7 7.5; 388 4 9.7 7.5;

389 4.5 9.7 7.5; 390 5 9.7 7.5; 391 5.5 9.7 7.5; 392 6 9.7 7.5;

393 6.5 9.7 7.5; 394 7 9.7 7.5; 395 7.5 9.7 7.5; 396 8 9.7 7.5;

397 8.5 9.7 7.5; 398 9 9.7 7.5; 399 9.5 9.7 7.5; 400 10 9.7 7.5;

401 10.5 9.7 7.5; 402 11 9.7 7.5; 403 11.5 9.7 7.5; 404 12 9.7 7.5;

405 0 9.7 -0.5; 406 12 9.7 -0.5; 407 0.5 9.7 -0.5; 408 1 9.7 -0.5;

409 1.5 9.7 -0.5; 410 2 9.7 -0.5; 411 2.5 9.7 -0.5; 412 3 9.7 -0.5;

413 3.5 9.7 -0.5; 414 4 9.7 -0.5; 415 4.5 9.7 -0.5; 416 5 9.7 -0.5;

417 5.5 9.7 -0.5; 418 6 9.7 -0.5; 419 6.5 9.7 -0.5; 420 7 9.7 -0.5;

421 7.5 9.7 -0.5; 422 8 9.7 -0.5; 423 8.5 9.7 -0.5; 424 9 9.7 -0.5;

425 9.5 9.7 -0.5; 426 10 9.7 -0.5; 427 10.5 9.7 -0.5; 428 11 9.7 -0.5;

429 11.5 9.7 -0.5; 430 0 9.7 -1; 431 12 9.7 -1; 432 0.5 9.7 -1; 433 1 9.7 -1;

434 1.5 9.7 -1; 435 2 9.7 -1; 436 2.5 9.7 -1; 437 3 9.7 -1; 438 3.5 9.7 -1;

439 4 9.7 -1; 440 4.5 9.7 -1; 441 5 9.7 -1; 442 5.5 9.7 -1; 443 6 9.7 -1;

444 6.5 9.7 -1; 445 7 9.7 -1; 446 7.5 9.7 -1; 447 8 9.7 -1; 448 8.5 9.7 -1;

449 9 9.7 -1; 450 9.5 9.7 -1; 451 10 9.7 -1; 452 10.5 9.7 -1; 453 11 9.7 -1;

454 11.5 9.7 -1; 455 0 9.7 -1.5; 456 12 9.7 -1.5; 457 0.5 9.7 -1.5;

458 1 9.7 -1.5; 459 1.5 9.7 -1.5; 460 2 9.7 -1.5; 461 2.5 9.7 -1.5;

462 3 9.7 -1.5; 463 3.5 9.7 -1.5; 464 4 9.7 -1.5; 465 4.5 9.7 -1.5;

466 5 9.7 -1.5; 467 5.5 9.7 -1.5; 468 6 9.7 -1.5; 469 6.5 9.7 -1.5;

470 7 9.7 -1.5; 471 7.5 9.7 -1.5; 472 8 9.7 -1.5; 473 8.5 9.7 -1.5;

474 9 9.7 -1.5; 475 9.5 9.7 -1.5; 476 10 9.7 -1.5; 477 10.5 9.7 -1.5;

478 11 9.7 -1.5; 479 11.5 9.7 -1.5;

MEMBER INCIDENCES

1 1 2; 2 2 10; 3 3 4; 4 2 9; 5 4 307; 6 5 6; 7 6 56; 8 7 8; 9 9 12; 10 10 57;

12 12 14; 14 14 16; 16 16 18; 18 18 20; 20 20 22; 22 22 24; 24 24 26; 26 26 28;

28 28 30; 30 30 32; 32 32 34; 34 34 36; 36 36 38; 38 38 40; 40 40 42; 42 42 44;

44 44 46; 46 46 48; 48 48 50; 50 50 52; 52 52 54; 54 54 6; 56 56 81; 58 57 82;

59 81 106; 84 82 107; 85 106 131; 110 107 132; 111 131 156; 136 132 157;

137 156 181; 162 157 182; 163 181 206; 188 182 207; 189 206 231; 214 207 232;

215 231 256; 240 232 257; 241 256 281; 266 257 282; 267 281 306; 292 282 4;

293 306 8; 318 307 308; 319 308 309; 320 309 310; 321 310 311; 322 311 312;

323 312 313; 324 313 314; 325 314 315; 326 315 316; 327 316 317; 328 317 318;

329 318 319; 330 319 320; 331 320 321; 332 321 322; 333 322 323; 334 323 324;

335 324 325; 336 325 326; 337 326 327; 338 327 328; 339 328 329; 340 329 8;

ELEMENT INCIDENCES SHELL

11 2 10 11 9; 13 9 11 13 12; 15 12 13 15 14; 17 14 15 17 16; 19 16 17 19 18;

21 18 19 21 20; 23 20 21 23 22; 25 22 23 25 24; 27 24 25 27 26; 29 26 27 29 28;

31 28 29 31 30; 33 30 31 33 32; 35 32 33 35 34; 37 34 35 37 36; 39 36 37 39 38;

41 38 39 41 40; 43 40 41 43 42; 45 42 43 45 44; 47 44 45 47 46; 49 46 47 49 48;

51 48 49 51 50; 53 50 51 53 52; 55 52 53 55 54; 57 54 55 56 6; 60 10 57 58 11;

61 11 58 59 13; 62 13 59 60 15; 63 15 60 61 17; 64 17 61 62 19; 65 19 62 63 21;

66 21 63 64 23; 67 23 64 65 25; 68 25 65 66 27; 69 27 66 67 29; 70 29 67 68 31;

71 31 68 69 33; 72 33 69 70 35; 73 35 70 71 37; 74 37 71 72 39; 75 39 72 73 41;

76 41 73 74 43; 77 43 74 75 45; 78 45 75 76 47; 79 47 76 77 49; 80 49 77 78 51;

81 51 78 79 53; 82 53 79 80 55; 83 55 80 81 56; 86 57 82 83 58; 87 58 83 84 59;

88 59 84 85 60; 89 60 85 86 61; 90 61 86 87 62; 91 62 87 88 63; 92 63 88 89 64;

93 64 89 90 65; 94 65 90 91 66; 95 66 91 92 67; 96 67 92 93 68; 97 68 93 94 69;

98 69 94 95 70; 99 70 95 96 71; 100 71 96 97 72; 101 72 97 98 73;

102 73 98 99 74; 103 74 99 100 75; 104 75 100 101 76; 105 76 101 102 77;

106 77 102 103 78; 107 78 103 104 79; 108 79 104 105 80; 109 80 105 106 81;

112 82 107 108 83; 113 83 108 109 84; 114 84 109 110 85; 115 85 110 111 86;

116 86 111 112 87; 117 87 112 113 88; 118 88 113 114 89; 119 89 114 115 90;

120 90 115 116 91; 121 91 116 117 92; 122 92 117 118 93; 123 93 118 119 94;

124 94 119 120 95; 125 95 120 121 96; 126 96 121 122 97; 127 97 122 123 98;

128 98 123 124 99; 129 99 124 125 100; 130 100 125 126 101;

131 101 126 127 102; 132 102 127 128 103; 133 103 128 129 104;

134 104 129 130 105; 135 105 130 131 106; 138 107 132 133 108;

139 108 133 134 109; 140 109 134 135 110; 141 110 135 136 111;

142 111 136 137 112; 143 112 137 138 113; 144 113 138 139 114;

145 114 139 140 115; 146 115 140 141 116; 147 116 141 142 117;

148 117 142 143 118; 149 118 143 144 119; 150 119 144 145 120;

151 120 145 146 121; 152 121 146 147 122; 153 122 147 148 123;

154 123 148 149 124; 155 124 149 150 125; 156 125 150 151 126;

157 126 151 152 127; 158 127 152 153 128; 159 128 153 154 129;

160 129 154 155 130; 161 130 155 156 131; 164 132 157 158 133;

165 133 158 159 134; 166 134 159 160 135; 167 135 160 161 136;

168 136 161 162 137; 169 137 162 163 138; 170 138 163 164 139;

171 139 164 165 140; 172 140 165 166 141; 173 141 166 167 142;

174 142 167 168 143; 175 143 168 169 144; 176 144 169 170 145;

177 145 170 171 146; 178 146 171 172 147; 179 147 172 173 148;

180 148 173 174 149; 181 149 174 175 150; 182 150 175 176 151;

183 151 176 177 152; 184 152 177 178 153; 185 153 178 179 154;

186 154 179 180 155; 187 155 180 181 156; 190 157 182 183 158;

191 158 183 184 159; 192 159 184 185 160; 193 160 185 186 161;

194 161 186 187 162; 195 162 187 188 163; 196 163 188 189 164;

197 164 189 190 165; 198 165 190 191 166; 199 166 191 192 167;

200 167 192 193 168; 201 168 193 194 169; 202 169 194 195 170;

203 170 195 196 171; 204 171 196 197 172; 205 172 197 198 173;

206 173 198 199 174; 207 174 199 200 175; 208 175 200 201 176;

209 176 201 202 177; 210 177 202 203 178; 211 178 203 204 179;

212 179 204 205 180; 213 180 205 206 181; 216 182 207 208 183;

217 183 208 209 184; 218 184 209 210 185; 219 185 210 211 186;

220 186 211 212 187; 221 187 212 213 188; 222 188 213 214 189;

223 189 214 215 190; 224 190 215 216 191; 225 191 216 217 192;

226 192 217 218 193; 227 193 218 219 194; 228 194 219 220 195;

229 195 220 221 196; 230 196 221 222 197; 231 197 222 223 198;

232 198 223 224 199; 233 199 224 225 200; 234 200 225 226 201;

235 201 226 227 202; 236 202 227 228 203; 237 203 228 229 204;

238 204 229 230 205; 239 205 230 231 206; 242 207 232 233 208;

243 208 233 234 209; 244 209 234 235 210; 245 210 235 236 211;

246 211 236 237 212; 247 212 237 238 213; 248 213 238 239 214;

249 214 239 240 215; 250 215 240 241 216; 251 216 241 242 217;

252 217 242 243 218; 253 218 243 244 219; 254 219 244 245 220;

255 220 245 246 221; 256 221 246 247 222; 257 222 247 248 223;

258 223 248 249 224; 259 224 249 250 225; 260 225 250 251 226;

261 226 251 252 227; 262 227 252 253 228; 263 228 253 254 229;

264 229 254 255 230; 265 230 255 256 231; 268 232 257 258 233;

269 233 258 259 234; 270 234 259 260 235; 271 235 260 261 236;

272 236 261 262 237; 273 237 262 263 238; 274 238 263 264 239;

275 239 264 265 240; 276 240 265 266 241; 277 241 266 267 242;

278 242 267 268 243; 279 243 268 269 244; 280 244 269 270 245;

281 245 270 271 246; 282 246 271 272 247; 283 247 272 273 248;

284 248 273 274 249; 285 249 274 275 250; 286 250 275 276 251;

287 251 276 277 252; 288 252 277 278 253; 289 253 278 279 254;

290 254 279 280 255; 291 255 280 281 256; 294 257 282 283 258;

295 258 283 284 259; 296 259 284 285 260; 297 260 285 286 261;

298 261 286 287 262; 299 262 287 288 263; 300 263 288 289 264;

301 264 289 290 265; 302 265 290 291 266; 303 266 291 292 267;

304 267 292 293 268; 305 268 293 294 269; 306 269 294 295 270;

307 270 295 296 271; 308 271 296 297 272; 309 272 297 298 273;

310 273 298 299 274; 311 274 299 300 275; 312 275 300 301 276;

313 276 301 302 277; 314 277 302 303 278; 315 278 303 304 279;

316 279 304 305 280; 317 280 305 306 281; 341 282 4 307 283;

342 283 307 308 284; 343 284 308 309 285; 344 285 309 310 286;

345 286 310 311 287; 346 287 311 312 288; 347 288 312 313 289;

348 289 313 314 290; 349 290 314 315 291; 350 291 315 316 292;

351 292 316 317 293; 352 293 317 318 294; 353 294 318 319 295;

354 295 319 320 296; 355 296 320 321 297; 356 297 321 322 298;

357 298 322 323 299; 358 299 323 324 300; 359 300 324 325 301;

360 301 325 326 302; 361 302 326 327 303; 362 303 327 328 304;

363 304 328 329 305; 364 305 329 8 306; 365 4 330 331 307; 366 307 331 332 308;

367 308 332 333 309; 368 309 333 334 310; 369 310 334 335 311;

370 311 335 336 312; 371 312 336 337 313; 372 313 337 338 314;

373 314 338 339 315; 374 315 339 340 316; 375 316 340 341 317;

376 317 341 342 318; 377 318 342 343 319; 378 319 343 344 320;

379 320 344 345 321; 380 321 345 346 322; 381 322 346 347 323;

382 323 347 348 324; 383 324 348 349 325; 384 325 349 350 326;

385 326 350 351 327; 386 327 351 352 328; 387 328 352 353 329;

388 329 353 354 8; 389 330 355 356 331; 390 331 356 357 332;

391 332 357 358 333; 392 333 358 359 334; 393 334 359 360 335;

394 335 360 361 336; 395 336 361 362 337; 396 337 362 363 338;

397 338 363 364 339; 398 339 364 365 340; 399 340 365 366 341;

400 341 366 367 342; 401 342 367 368 343; 402 343 368 369 344;

403 344 369 370 345; 404 345 370 371 346; 405 346 371 372 347;

406 347 372 373 348; 407 348 373 374 349; 408 349 374 375 350;

409 350 375 376 351; 410 351 376 377 352; 411 352 377 378 353;

412 353 378 379 354; 413 355 380 381 356; 414 356 381 382 357;

415 357 382 383 358; 416 358 383 384 359; 417 359 384 385 360;

418 360 385 386 361; 419 361 386 387 362; 420 362 387 388 363;

421 363 388 389 364; 422 364 389 390 365; 423 365 390 391 366;

424 366 391 392 367; 425 367 392 393 368; 426 368 393 394 369;

427 369 394 395 370; 428 370 395 396 371; 429 371 396 397 372;

430 372 397 398 373; 431 373 398 399 374; 432 374 399 400 375;

433 375 400 401 376; 434 376 401 402 377; 435 377 402 403 378;

436 378 403 404 379; 437 405 2 9 407; 438 407 9 12 408; 439 408 12 14 409;

440 409 14 16 410; 441 410 16 18 411; 442 411 18 20 412; 443 412 20 22 413;

444 413 22 24 414; 445 414 24 26 415; 446 415 26 28 416; 447 416 28 30 417;

448 417 30 32 418; 449 418 32 34 419; 450 419 34 36 420; 451 420 36 38 421;

452 421 38 40 422; 453 422 40 42 423; 454 423 42 44 424; 455 424 44 46 425;

456 425 46 48 426; 457 426 48 50 427; 458 427 50 52 428; 459 428 52 54 429;

460 429 54 6 406; 461 430 405 407 432; 462 432 407 408 433;

463 433 408 409 434; 464 434 409 410 435; 465 435 410 411 436;

466 436 411 412 437; 467 437 412 413 438; 468 438 413 414 439;

469 439 414 415 440; 470 440 415 416 441; 471 441 416 417 442;

472 442 417 418 443; 473 443 418 419 444; 474 444 419 420 445;

475 445 420 421 446; 476 446 421 422 447; 477 447 422 423 448;

478 448 423 424 449; 479 449 424 425 450; 480 450 425 426 451;

481 451 426 427 452; 482 452 427 428 453; 483 453 428 429 454;

484 454 429 406 431; 485 455 430 432 457; 486 457 432 433 458;

487 458 433 434 459; 488 459 434 435 460; 489 460 435 436 461;

490 461 436 437 462; 491 462 437 438 463; 492 463 438 439 464;

493 464 439 440 465; 494 465 440 441 466; 495 466 441 442 467;

496 467 442 443 468; 497 468 443 444 469; 498 469 444 445 470;

499 470 445 446 471; 500 471 446 447 472; 501 472 447 448 473;

502 473 448 449 474; 503 474 449 450 475; 504 475 450 451 476;

505 476 451 452 477; 506 477 452 453 478; 507 478 453 454 479;

508 479 454 431 456;

ELEMENT PROPERTY

11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 49 51 53 55 57 60 -

61 TO 83 86 TO 109 112 TO 135 138 TO 161 164 TO 187 190 TO 213 216 TO 239 -

242 TO 265 268 TO 291 294 TO 317 341 TO 508 THICKNESS 2

DEFINE MATERIAL START

ISOTROPIC CONCRETE

E 2.17185e+07

POISSON 0.17

DENSITY 23.5616

ALPHA 1e-05

DAMP 0.05

G 9.28139e+06

TYPE CONCRETE

STRENGTH FCU 27579

END DEFINE MATERIAL

MEMBER PROPERTY

1 3 6 8 PRIS YD 1.5

2 4 5 7 9 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 -

54 56 58 59 84 85 110 111 136 137 162 163 188 189 214 215 240 241 266 267 -

292 293 318 TO 340 TAPERED 1.7 0.5 1.7 2.5 0.5 2.5 0.5

CONSTANTS

MATERIAL CONCRETE ALL

SUPPORTS

1 3 5 7 FIXED

LOAD 1 LOADTYPE None TITLE WAVE LOADS

JOINT LOAD

61 73 261 273 FX 2235.6

61 73 261 273 FY 2147.85

PERFORM ANALYSIS

FINISH