David Childs B.Sc.,C.Eng.,MICE: Made By: DAC Date: 23/7/09 Job No.: 001 Checked by
David Childs B.Sc.,C.Eng.,MICE: Made By: DAC Date: 23/7/09 Job No.: 001 Checked by
David Childs B.Sc.,C.Eng.,MICE: Made By: DAC Date: 23/7/09 Job No.: 001 Checked by
Analysis Settings
Sections
Data last edited at 10:44 on 11/11/14
Supports
Data last edited at 18:04 on 29/4/09
Joint DZ RX RY
No (kN/m) (kN.m/deg) (kN.m/deg)
43 Rigid Free Free
53 Rigid Free Free
63 Rigid Free Free
85 Rigid Free Free
95 Rigid Free Free
105 Rigid Free Free
127 Rigid Free Free
137 Rigid Free Free
147 Rigid Free Free
169 Rigid Free Free
179 Rigid Free Free
189 Rigid Free Free
211 Rigid Free Free
221 Rigid Free Free
231 Rigid Free Free
Loadcase Titles
SCALES
Structure 1:179
253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273
232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252
211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231
190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210
169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189
148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168
127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147
106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126
64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84
43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63
22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
Z X
Structure Set : ALL
SCALES
Structure 1:179
241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260
272 284 296 308 320 332 344 356 368 380 392 404 416 428 440 452 464 476 488 500 512
221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240
271 283 295 307 319 331 343 355 367 379 391 403 415 427 439 451 463 475 487 499 511
201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220
270 282 294 306 318 330 342 354 366 378 390 402 414 426 438 450 462 474 486 498 510
181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200
269 281 293 305 317 329 341 353 365 377 389 401 413 425 437 449 461 473 485 497 509
161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180
268 280 292 304 316 328 340 352 364 376 388 400 412 424 436 448 460 472 484 496 508
141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160
267 279 291 303 315 327 339 351 363 375 387 399 411 423 435 447 459 471 483 495 507
121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140
266 278 290 302 314 326 338 350 362 374 386 398 410 422 434 446 458 470 482 494 506
101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120
265 277 289 301 313 325 337 349 361 373 385 397 409 421 433 445 457 469 481 493 505
81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100
264 276 288 300 312 324 336 348 360 372 384 396 408 420 432 444 456 468 480 492 504
61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80
263 275 287 299 311 323 335 347 359 371 383 395 407 419 431 443 455 467 479 491 503
41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
262 274 286 298 310 322 334 346 358 370 382 394 406 418 430 442 454 466 478 490 502
21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40
261 273 285 297 309 321 333 345 357 369 381 393 405 417 429 441 453 465 477 489 501
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Z X
Structure Set : ALL
Support Reactions
Loadcase B1 : Concrete Dead
Analysed at 10:45 hrs on 11/11/14
Joint Moment X Moment Y Force Z
(kN.m) (kN.m) (kN)
43 0.000 0.000 583.579
53 0.000 0.000 1897.377
63 0.000 0.000 609.076
85 0.000 0.000 140.256
Support Reactions
Equilibrium Check Sum of Forces Reaction
Moments about Axis X (kN.m) -58454.046 58454.046
Moments about Axis Y (kN.m) 198517.989 Cross Sectional Area of Deck =
-198517.989
Forces in Direction Z (kN) -9905.840 (2x0.507 + 2x0.804 + 9x0.867) = 10.425 sq. m.
9905.840
Total mass of deck = 10.425x25x38 = 9904 kN
Support Reactions
Loadcase B2 : Surfacing Hence 9906 kN OK
Analysed at 10:45 hrs on 11/11/14
Joint Moment X Moment Y Force Z
(kN.m) (kN.m) (kN)
43 0.000 0.000 28.490
53 0.000 0.000 107.625
63 0.000 0.000 30.640
85 0.000 0.000 24.833
Support Reactions
Equilibrium Check Sum of Forces Reaction
Moments about Axis X (kN.m) -4504.917 4504.917
Moments about Axis Y (kN.m) 15299.318 -15299.318
Forces in Direction Z (kN) -763.420 763.420
Support Reactions
Loadcase B3 : F'way Dead
Analysed at 10:45 hrs on 11/11/14
Joint Moment X Moment Y Force Z
(kN.m) (kN.m) (kN)
43 0.000 0.000 81.932
53 0.000 0.000 237.452
63 0.000 0.000 84.041
85 0.000 0.000 -15.374
Support Reactions
Equilibrium Check Sum of Forces Reaction
Moments about Axis X (kN.m) -4933.209 4933.209
Moments about Axis Y (kN.m) 16753.858 Total mass of footway fill = 0.25x2.0x38x2x22 = 836 kN
-16753.858
Forces in Direction Z (kN) -836.000 Hence836.000
836 kN OK
Support Reactions
Loadcase B4 : Parapet
Analysed at 10:45 hrs on 11/11/14
Joint Moment X Moment Y Force Z
(kN.m) (kN.m) (kN)
43 0.000 0.000 10.260
53 0.000 0.000 27.556
63 0.000 0.000 10.172
85 0.000 0.000 -4.289
Support Reactions
Equilibrium Check Sum of Forces Reaction
Moments about Axis X (kN.m) -448.474 448.474
Moments about Axis Y (kN.m) 1523.078 -1523.078
Forces in Direction Z (kN) -76.000 76.000
Support Reactions
Loadcase B5 : HL:HA Span 1
Analysed at 10:45 hrs on 11/11/14
Joint Moment X Moment Y Force Z
(kN.m) (kN.m) (kN)
43 0.000 0.000 183.763
53 0.000 0.000 319.469
63 0.000 0.000 -52.814
85 0.000 0.000 146.196
Support Reactions
Equilibrium Check Sum of Forces Reaction
Moments about Axis X (kN.m) -11888.592 11888.592
Moments about Axis Y (kN.m) 20780.584 -20780.584
Total HA load = 2x(19x46.7 + 120) = 2014.6 kN
Forces in Direction Z (kN) -2014.672 2014.672
Hence 2014.7 kN OK
Support Reactions
Loadcase B6 : HL:HA Spans 1 and 2
Analysed at 10:45 hrs on 11/11/14
Joint Moment X Moment Y Force Z
(kN.m) (kN.m) (kN)
43 0.000 0.000 100.331
53 0.000 0.000 368.624
63 0.000 0.000 78.123
85 0.000 0.000 82.182
Support Reactions
Equilibrium Check Sum of Forces Reaction
Moments about Axis X (kN.m) -14478.587 14478.587
Moments about Axis Y (kN.m) 46955.596 -46955.596
Forces in Direction Z (kN) -2453.557 2453.557
Total HA load = 2x(38x29.4 + 120) = 2474.4 kN
Hence 2453.6 kN OK
Support Reactions
Loadcase B7 : HL:HB Sag Span 1
Analysed at 10:45 hrs on 11/11/14
Joint Moment X Moment Y Force Z
(kN.m) (kN.m) (kN)
43 0.000 0.000 177.936
53 0.000 0.000 315.995
63 0.000 0.000 -58.019
85 0.000 0.000 164.539
Support Reactions
Equilibrium Check Sum of Forces Reaction
Moments about Axis X (kN.m) -13377.307 13377.307
Moments about Axis Y (kN.m) 24181.528 Total HA + HB load = (19x46.7 + 120) + 4x10x30 = 2207.3 kN
-24181.528
Forces in Direction Z (kN) -2207.336 Hence 2207.3 kN OK
2207.336
Support Reactions
Loadcase B8 : HL:HB Hog Span 1 & 2
Analysed at 10:45 hrs on 11/11/14
Joint Moment X Moment Y Force Z
(kN.m) (kN.m) (kN)
43 0.000 0.000 97.510
53 0.000 0.000 388.505
63 0.000 0.000 75.984
85 0.000 0.000 81.973
Support Reactions
Equilibrium Check Sum of Forces Reaction
Moments about Axis X (kN.m) -14271.605 14271.605
Moments about Axis Y (kN.m) 47131.974 -47131.974
Forces in Direction Z (kN) -2426.779 2426.779
Total HA + HB load = (38x29.4 + 120) + 4x10x30 = 2437.2 kN
Hence 2426.8 kN OK
Support Reactions
Loadcase B10 : HL:Accidental Wheel Sag Span
Analysed at 10:45 hrs on 11/11/14
Joint Moment X Moment Y Force Z
(kN.m) (kN.m) (kN)
43 0.000 0.000 -75.489
53 0.000 0.000 -77.172
63 0.000 0.000 1.959
85 0.000 0.000 43.463
Support Reactions
Equilibrium Check Sum of Forces Reaction
Moments about Axis X (kN.m) -3815.689 3815.689
Moments about Axis Y (kN.m) 3772.748 -3772.748
Total accidental wheel load = 2x(100 + 75) = 350 kN
Forces in Direction Z (kN) -350.000 350.000
Hence 350 kN OK
Support Reactions
Loadcase B11 : HL:Accidental Wheel Hog Span
Analysed at 10:45 hrs on 11/11/14
Joint Moment X Moment Y Force Z
(kN.m) (kN.m) (kN)
43 0.000 0.000 5.718
53 0.000 0.000 -56.108
63 0.000 0.000 -91.888
85 0.000 0.000 -8.014
Support Reactions
Equilibrium Check Sum of Forces Reaction
Moments about Axis X (kN.m) -3815.689 3815.689
Moments about Axis Y (kN.m) 10256.499 -10256.499
Forces in Direction Z (kN) -350.000 350.000
Total accidental wheel load = 2x(100 + 75) = 350 kN
Hence 350 kN OK
Support Reactions
Loadcase B12 : Footway Sag Span 1
Analysed at 10:45 hrs on 11/11/14
Joint Moment X Moment Y Force Z
(kN.m) (kN.m) (kN)
43 0.000 0.000 63.672
53 0.000 0.000 90.493
63 0.000 0.000 -7.531
85 0.000 0.000 -8.892
Support Reactions
Equilibrium Check Sum of Forces Reaction
Moments about Axis X (kN.m) -1793.894 1793.894
Moments about Axis Y (kN.m) 3204.312 -3204.312
Total footway load = 2.0x19x2x4.0 = 304 kN
Forces in Direction Z (kN) -304.000 304.000
Hence 304 kN OK
Support Reactions
Loadcase B13 : Footway Hog Spans 1 & 2
Analysed at 10:45 hrs on 11/11/14
Joint Moment X Moment Y Force Z
(kN.m) (kN.m) (kN)
43 0.000 0.000 56.613
53 0.000 0.000 164.068
63 0.000 0.000 58.069
85 0.000 0.000 -10.627
Support Reactions
Equilibrium Check Sum of Forces Reaction
Moments about Axis X (kN.m) -3408.399 3408.399
Moments about Axis Y (kN.m) 11575.393 -11575.393
Forces in Direction Z (kN) -577.600 577.600
Total footway load = 2.0x38x2x3.8 = 577.6 kN
Hence 577.6 kN OK