Week 11 Challenge
Aim : Calculate Calculate the temperature load for the RC bridge with M40 grade to be constructed in Delhi.
The Span of the bridge is 9 m.
The Box girder dimension is 1500 x 1500 with a web thickness of 300mm.
The diameter of the circular pier is 2.5m
The width of Deck slab is 7m and width of piercap is 6m.
The Thickness of Deck slab is 550mm.
Given that:
Concrete Grade =M40
Span =9m
Thickness of Deck slab =550 mm
Box girder Dimension =1500 X 1500 mm
Box girder web thickness =300mm
Box girder Height =900mm
Pier Dia =2.5m
Pier Height =10m
Width of Deck slab =7m
Width of Pier Cap =6m
Pier Cap Height =1.1
Calculations:
Max. Temperature in Delhi as per Irc l Isotherm =47.5 degrees
Min . Temperature in Delhi as per Irc l Isotherm =-2.5 degrees
Effective temperature Difference=(47.5-(2.5))/2+[10]=50/2+10=35 Degrees
Stress due to temperature=α *ΔT*E
=11.27 X 10-6 X 35 X 5000(40)1/2
=12.4736 kN /m2
Max permissible stress =(2/3) X 0.7 X Sqrt(fck)
=.666 X 0.7 Xsqrt(40)
=2.948508
Hence, the stresses are restricted to 3kN/m2
Max. Temperature=47.5 degrees
Min . Temperature =-2.5 degrees
Positive Temperature Difference
Temperature at top =47.5
Temperature at bottom =(2.1/17.8)*47.5
=5.60 Degrees
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=10,z=0
Using Add beam option Connect Node 1 and Node2
Assigning properties to Pier(Assuming 2.5 m dia )
Click Properties tab on Main panel->Click on Define tab on right side properties window->Circle=2.5m-> Add->Close
select Cir 2.5 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
Creating Pier cap:
Enter Y=11.1 and enter at Node No.3,which is Nodes panel right side. Connect Node 2 & Node 3 Using Add Beam option in Main Panel .
Click Properties tab on Main panel->Click on Define tab on right side properties window->Rectangle,YD=1.1,ZD=6-,Concrete-> Add->Close
Select newly created Rect 1.10 X 6, Select Beam no 2 using Beam cursor ->Assign to Selected beams -> assign-> yes -> Close
Creation of user defined Properties for Box girder:
Click at Section Data base at Properties window ->Select Indian sections under Steel ->Tube-> Define tube -> Enter thickness of tuve 0.3,Enter width of Tube 1.5,enter Depth of Tube 1.1-> add -> Close
Creating 9m 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=9m,Check Link steps ->Ok
Create Box girder beam:
Connect the Node 3 and 6 using Add beam option
Assigning properties to Box Girder:
select on User Defined tube on Properties panel-> Using Beam cursor Select Beam 5 –>Assign to Selected beams-> assign
Creation of other two Box girders:
Select Beam No 5 using Beam Beam cursor -> Transaction repeat->Direction=Z, Default spacing=2.5->O.k.
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.
Add plate->Select all four nodes one by one –O.k
Creation of mesh for slab in Z –direction(z=7m,so 7/0.5-1=13 plates required)
- Select plate cursor->select top plates ->Translational repetition ->, global direction=z->No. of steps =13->Default spacing .5->O.K.
Creation of mesh for slab in -Z –direction(Z=2,so 2/0.5=4 plates required)
- Select plate cursor->select top plates ->Translational repetition ->, global direction=-z->No. of steps =4->Default spacing .5->O.K.
Creation of mesh for slab in X –direction(X=9,so 9/0.5-1= 17 plates rows required)
- Select plate cursor->select all plates ->Translational repetition ->, global direction=x->No. of steps =17->Default spacing =.5->O.K.
Assigning thickness to slab plates:
By Selection all plates ->properties->plates->Thickness 0.55->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=Temparature Loads->Add
Click at Newly created Temparature load->Add->In the Add New:Load items->Click at Temparature load->Temparature change for Axial Elongation =45,Temparature differential from Top to Bottom=45
->Add-Close
Select newly created TEMP 45 45->click at Radial button of Assign to view->Assign button->Yes
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:
Reactions:
Bending Moment:
Shear force-Y:
Plate results(Absolute):
Command File editor:
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 14-Feb-23
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 10 0; 3 0 11.1 0; 4 9 0 0; 5 9 10 0; 6 9 11.1 0; 7 0 11.1 2.5;
8 9 11.1 2.5; 9 0 11.1 -2.5; 10 9 11.1 -2.5; 11 0.5 11.1 -2.5; 12 0 11.1 -2;
13 0.5 11.1 -2; 14 0 11.1 -1.5; 15 0.5 11.1 -1.5; 16 0 11.1 -1; 17 0.5 11.1 -1;
18 0 11.1 -0.5; 19 0.5 11.1 -0.5; 20 0.5 11.1 0; 21 0 11.1 0.5;
22 0.5 11.1 0.5; 23 0 11.1 1; 24 0.5 11.1 1; 25 0 11.1 1.5; 26 0.5 11.1 1.5;
27 0 11.1 2; 28 0.5 11.1 2; 29 0.5 11.1 2.5; 30 0 11.1 3; 31 0.5 11.1 3;
32 0 11.1 3.5; 33 0.5 11.1 3.5; 34 0 11.1 4; 35 0.5 11.1 4; 36 0 11.1 4.5;
37 0.5 11.1 4.5; 38 0 11.1 -3; 39 0.5 11.1 -3; 40 0 11.1 -3.5;
41 0.5 11.1 -3.5; 42 0 11.1 -4; 43 0.5 11.1 -4; 44 0 11.1 -4.5;
45 0.5 11.1 -4.5; 46 1 11.1 -2.5; 47 1 11.1 -2; 48 1 11.1 -1.5; 49 1 11.1 -1;
50 1 11.1 -0.5; 51 1 11.1 0; 52 1 11.1 0.5; 53 1 11.1 1; 54 1 11.1 1.5;
55 1 11.1 2; 56 1 11.1 2.5; 57 1 11.1 3; 58 1 11.1 3.5; 59 1 11.1 4;
60 1 11.1 4.5; 61 1 11.1 -3; 62 1 11.1 -3.5; 63 1 11.1 -4; 64 1 11.1 -4.5;
65 1.5 11.1 -2.5; 66 1.5 11.1 -2; 67 1.5 11.1 -1.5; 68 1.5 11.1 -1;
69 1.5 11.1 -0.5; 70 1.5 11.1 0; 71 1.5 11.1 0.5; 72 1.5 11.1 1;
73 1.5 11.1 1.5; 74 1.5 11.1 2; 75 1.5 11.1 2.5; 76 1.5 11.1 3;
77 1.5 11.1 3.5; 78 1.5 11.1 4; 79 1.5 11.1 4.5; 80 1.5 11.1 -3;
81 1.5 11.1 -3.5; 82 1.5 11.1 -4; 83 1.5 11.1 -4.5; 84 2 11.1 -2.5;
85 2 11.1 -2; 86 2 11.1 -1.5; 87 2 11.1 -1; 88 2 11.1 -0.5; 89 2 11.1 0;
90 2 11.1 0.5; 91 2 11.1 1; 92 2 11.1 1.5; 93 2 11.1 2; 94 2 11.1 2.5;
95 2 11.1 3; 96 2 11.1 3.5; 97 2 11.1 4; 98 2 11.1 4.5; 99 2 11.1 -3;
100 2 11.1 -3.5; 101 2 11.1 -4; 102 2 11.1 -4.5; 103 2.5 11.1 -2.5;
104 2.5 11.1 -2; 105 2.5 11.1 -1.5; 106 2.5 11.1 -1; 107 2.5 11.1 -0.5;
108 2.5 11.1 0; 109 2.5 11.1 0.5; 110 2.5 11.1 1; 111 2.5 11.1 1.5;
112 2.5 11.1 2; 113 2.5 11.1 2.5; 114 2.5 11.1 3; 115 2.5 11.1 3.5;
116 2.5 11.1 4; 117 2.5 11.1 4.5; 118 2.5 11.1 -3; 119 2.5 11.1 -3.5;
120 2.5 11.1 -4; 121 2.5 11.1 -4.5; 122 3 11.1 -2.5; 123 3 11.1 -2;
124 3 11.1 -1.5; 125 3 11.1 -1; 126 3 11.1 -0.5; 127 3 11.1 0; 128 3 11.1 0.5;
129 3 11.1 1; 130 3 11.1 1.5; 131 3 11.1 2; 132 3 11.1 2.5; 133 3 11.1 3;
134 3 11.1 3.5; 135 3 11.1 4; 136 3 11.1 4.5; 137 3 11.1 -3; 138 3 11.1 -3.5;
139 3 11.1 -4; 140 3 11.1 -4.5; 141 3.5 11.1 -2.5; 142 3.5 11.1 -2;
143 3.5 11.1 -1.5; 144 3.5 11.1 -1; 145 3.5 11.1 -0.5; 146 3.5 11.1 0;
147 3.5 11.1 0.5; 148 3.5 11.1 1; 149 3.5 11.1 1.5; 150 3.5 11.1 2;
151 3.5 11.1 2.5; 152 3.5 11.1 3; 153 3.5 11.1 3.5; 154 3.5 11.1 4;
155 3.5 11.1 4.5; 156 3.5 11.1 -3; 157 3.5 11.1 -3.5; 158 3.5 11.1 -4;
159 3.5 11.1 -4.5; 160 4 11.1 -2.5; 161 4 11.1 -2; 162 4 11.1 -1.5;
163 4 11.1 -1; 164 4 11.1 -0.5; 165 4 11.1 0; 166 4 11.1 0.5; 167 4 11.1 1;
168 4 11.1 1.5; 169 4 11.1 2; 170 4 11.1 2.5; 171 4 11.1 3; 172 4 11.1 3.5;
173 4 11.1 4; 174 4 11.1 4.5; 175 4 11.1 -3; 176 4 11.1 -3.5; 177 4 11.1 -4;
178 4 11.1 -4.5; 179 4.5 11.1 -2.5; 180 4.5 11.1 -2; 181 4.5 11.1 -1.5;
182 4.5 11.1 -1; 183 4.5 11.1 -0.5; 184 4.5 11.1 0; 185 4.5 11.1 0.5;
186 4.5 11.1 1; 187 4.5 11.1 1.5; 188 4.5 11.1 2; 189 4.5 11.1 2.5;
190 4.5 11.1 3; 191 4.5 11.1 3.5; 192 4.5 11.1 4; 193 4.5 11.1 4.5;
194 4.5 11.1 -3; 195 4.5 11.1 -3.5; 196 4.5 11.1 -4; 197 4.5 11.1 -4.5;
198 5 11.1 -2.5; 199 5 11.1 -2; 200 5 11.1 -1.5; 201 5 11.1 -1;
202 5 11.1 -0.5; 203 5 11.1 0; 204 5 11.1 0.5; 205 5 11.1 1; 206 5 11.1 1.5;
207 5 11.1 2; 208 5 11.1 2.5; 209 5 11.1 3; 210 5 11.1 3.5; 211 5 11.1 4;
212 5 11.1 4.5; 213 5 11.1 -3; 214 5 11.1 -3.5; 215 5 11.1 -4; 216 5 11.1 -4.5;
217 5.5 11.1 -2.5; 218 5.5 11.1 -2; 219 5.5 11.1 -1.5; 220 5.5 11.1 -1;
221 5.5 11.1 -0.5; 222 5.5 11.1 0; 223 5.5 11.1 0.5; 224 5.5 11.1 1;
225 5.5 11.1 1.5; 226 5.5 11.1 2; 227 5.5 11.1 2.5; 228 5.5 11.1 3;
229 5.5 11.1 3.5; 230 5.5 11.1 4; 231 5.5 11.1 4.5; 232 5.5 11.1 -3;
233 5.5 11.1 -3.5; 234 5.5 11.1 -4; 235 5.5 11.1 -4.5; 236 6 11.1 -2.5;
237 6 11.1 -2; 238 6 11.1 -1.5; 239 6 11.1 -1; 240 6 11.1 -0.5; 241 6 11.1 0;
242 6 11.1 0.5; 243 6 11.1 1; 244 6 11.1 1.5; 245 6 11.1 2; 246 6 11.1 2.5;
247 6 11.1 3; 248 6 11.1 3.5; 249 6 11.1 4; 250 6 11.1 4.5; 251 6 11.1 -3;
252 6 11.1 -3.5; 253 6 11.1 -4; 254 6 11.1 -4.5; 255 6.5 11.1 -2.5;
256 6.5 11.1 -2; 257 6.5 11.1 -1.5; 258 6.5 11.1 -1; 259 6.5 11.1 -0.5;
260 6.5 11.1 0; 261 6.5 11.1 0.5; 262 6.5 11.1 1; 263 6.5 11.1 1.5;
264 6.5 11.1 2; 265 6.5 11.1 2.5; 266 6.5 11.1 3; 267 6.5 11.1 3.5;
268 6.5 11.1 4; 269 6.5 11.1 4.5; 270 6.5 11.1 -3; 271 6.5 11.1 -3.5;
272 6.5 11.1 -4; 273 6.5 11.1 -4.5; 274 7 11.1 -2.5; 275 7 11.1 -2;
276 7 11.1 -1.5; 277 7 11.1 -1; 278 7 11.1 -0.5; 279 7 11.1 0; 280 7 11.1 0.5;
281 7 11.1 1; 282 7 11.1 1.5; 283 7 11.1 2; 284 7 11.1 2.5; 285 7 11.1 3;
286 7 11.1 3.5; 287 7 11.1 4; 288 7 11.1 4.5; 289 7 11.1 -3; 290 7 11.1 -3.5;
291 7 11.1 -4; 292 7 11.1 -4.5; 293 7.5 11.1 -2.5; 294 7.5 11.1 -2;
295 7.5 11.1 -1.5; 296 7.5 11.1 -1; 297 7.5 11.1 -0.5; 298 7.5 11.1 0;
299 7.5 11.1 0.5; 300 7.5 11.1 1; 301 7.5 11.1 1.5; 302 7.5 11.1 2;
303 7.5 11.1 2.5; 304 7.5 11.1 3; 305 7.5 11.1 3.5; 306 7.5 11.1 4;
307 7.5 11.1 4.5; 308 7.5 11.1 -3; 309 7.5 11.1 -3.5; 310 7.5 11.1 -4;
311 7.5 11.1 -4.5; 312 8 11.1 -2.5; 313 8 11.1 -2; 314 8 11.1 -1.5;
315 8 11.1 -1; 316 8 11.1 -0.5; 317 8 11.1 0; 318 8 11.1 0.5; 319 8 11.1 1;
320 8 11.1 1.5; 321 8 11.1 2; 322 8 11.1 2.5; 323 8 11.1 3; 324 8 11.1 3.5;
325 8 11.1 4; 326 8 11.1 4.5; 327 8 11.1 -3; 328 8 11.1 -3.5; 329 8 11.1 -4;
330 8 11.1 -4.5; 331 8.5 11.1 -2.5; 332 8.5 11.1 -2; 333 8.5 11.1 -1.5;
334 8.5 11.1 -1; 335 8.5 11.1 -0.5; 336 8.5 11.1 0; 337 8.5 11.1 0.5;
338 8.5 11.1 1; 339 8.5 11.1 1.5; 340 8.5 11.1 2; 341 8.5 11.1 2.5;
342 8.5 11.1 3; 343 8.5 11.1 3.5; 344 8.5 11.1 4; 345 8.5 11.1 4.5;
346 8.5 11.1 -3; 347 8.5 11.1 -3.5; 348 8.5 11.1 -4; 349 8.5 11.1 -4.5;
350 9 11.1 -2; 351 9 11.1 -1.5; 352 9 11.1 -1; 353 9 11.1 -0.5; 354 9 11.1 0.5;
355 9 11.1 1; 356 9 11.1 1.5; 357 9 11.1 2; 358 9 11.1 3; 359 9 11.1 3.5;
360 9 11.1 4; 361 9 11.1 4.5; 362 9 11.1 -3; 363 9 11.1 -3.5; 364 9 11.1 -4;
365 9 11.1 -4.5;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 4 5; 4 5 6; 5 3 20; 6 7 29; 7 9 11; 8 11 46; 13 20 51;
19 29 56; 29 46 65; 30 51 70; 31 56 75; 50 65 84; 51 70 89; 52 75 94;
71 84 103; 72 89 108; 73 94 113; 92 103 122; 93 108 127; 94 113 132;
113 122 141; 114 127 146; 115 132 151; 134 141 160; 135 146 165; 136 151 170;
155 160 179; 156 165 184; 157 170 189; 176 179 198; 177 184 203; 178 189 208;
197 198 217; 198 203 222; 199 208 227; 218 217 236; 219 222 241; 220 227 246;
239 236 255; 240 241 260; 241 246 265; 260 255 274; 261 260 279; 262 265 284;
281 274 293; 282 279 298; 283 284 303; 302 293 312; 303 298 317; 304 303 322;
323 312 331; 324 317 336; 325 322 341; 344 331 10; 345 336 6; 346 341 8;
ELEMENT INCIDENCES SHELL
9 9 12 13 11; 10 12 14 15 13; 11 14 16 17 15; 12 16 18 19 17; 14 18 3 20 19;
15 3 21 22 20; 16 21 23 24 22; 17 23 25 26 24; 18 25 27 28 26; 20 27 7 29 28;
21 7 30 31 29; 22 30 32 33 31; 23 32 34 35 33; 24 34 36 37 35; 25 38 9 11 39;
26 40 38 39 41; 27 42 40 41 43; 28 44 42 43 45; 32 11 13 47 46; 33 13 15 48 47;
34 15 17 49 48; 35 17 19 50 49; 36 19 20 51 50; 37 20 22 52 51; 38 22 24 53 52;
39 24 26 54 53; 40 26 28 55 54; 41 28 29 56 55; 42 29 31 57 56; 43 31 33 58 57;
44 33 35 59 58; 45 35 37 60 59; 46 39 11 46 61; 47 41 39 61 62; 48 43 41 62 63;
49 45 43 63 64; 53 46 47 66 65; 54 47 48 67 66; 55 48 49 68 67; 56 49 50 69 68;
57 50 51 70 69; 58 51 52 71 70; 59 52 53 72 71; 60 53 54 73 72; 61 54 55 74 73;
62 55 56 75 74; 63 56 57 76 75; 64 57 58 77 76; 65 58 59 78 77; 66 59 60 79 78;
67 61 46 65 80; 68 62 61 80 81; 69 63 62 81 82; 70 64 63 82 83; 74 65 66 85 84;
75 66 67 86 85; 76 67 68 87 86; 77 68 69 88 87; 78 69 70 89 88; 79 70 71 90 89;
80 71 72 91 90; 81 72 73 92 91; 82 73 74 93 92; 83 74 75 94 93; 84 75 76 95 94;
85 76 77 96 95; 86 77 78 97 96; 87 78 79 98 97; 88 80 65 84 99;
89 81 80 99 100; 90 82 81 100 101; 91 83 82 101 102; 95 84 85 104 103;
96 85 86 105 104; 97 86 87 106 105; 98 87 88 107 106; 99 88 89 108 107;
100 89 90 109 108; 101 90 91 110 109; 102 91 92 111 110; 103 92 93 112 111;
104 93 94 113 112; 105 94 95 114 113; 106 95 96 115 114; 107 96 97 116 115;
108 97 98 117 116; 109 99 84 103 118; 110 100 99 118 119; 111 101 100 119 120;
112 102 101 120 121; 116 103 104 123 122; 117 104 105 124 123;
118 105 106 125 124; 119 106 107 126 125; 120 107 108 127 126;
121 108 109 128 127; 122 109 110 129 128; 123 110 111 130 129;
124 111 112 131 130; 125 112 113 132 131; 126 113 114 133 132;
127 114 115 134 133; 128 115 116 135 134; 129 116 117 136 135;
130 118 103 122 137; 131 119 118 137 138; 132 120 119 138 139;
133 121 120 139 140; 137 122 123 142 141; 138 123 124 143 142;
139 124 125 144 143; 140 125 126 145 144; 141 126 127 146 145;
142 127 128 147 146; 143 128 129 148 147; 144 129 130 149 148;
145 130 131 150 149; 146 131 132 151 150; 147 132 133 152 151;
148 133 134 153 152; 149 134 135 154 153; 150 135 136 155 154;
151 137 122 141 156; 152 138 137 156 157; 153 139 138 157 158;
154 140 139 158 159; 158 141 142 161 160; 159 142 143 162 161;
160 143 144 163 162; 161 144 145 164 163; 162 145 146 165 164;
163 146 147 166 165; 164 147 148 167 166; 165 148 149 168 167;
166 149 150 169 168; 167 150 151 170 169; 168 151 152 171 170;
169 152 153 172 171; 170 153 154 173 172; 171 154 155 174 173;
172 156 141 160 175; 173 157 156 175 176; 174 158 157 176 177;
175 159 158 177 178; 179 160 161 180 179; 180 161 162 181 180;
181 162 163 182 181; 182 163 164 183 182; 183 164 165 184 183;
184 165 166 185 184; 185 166 167 186 185; 186 167 168 187 186;
187 168 169 188 187; 188 169 170 189 188; 189 170 171 190 189;
190 171 172 191 190; 191 172 173 192 191; 192 173 174 193 192;
193 175 160 179 194; 194 176 175 194 195; 195 177 176 195 196;
196 178 177 196 197; 200 179 180 199 198; 201 180 181 200 199;
202 181 182 201 200; 203 182 183 202 201; 204 183 184 203 202;
205 184 185 204 203; 206 185 186 205 204; 207 186 187 206 205;
208 187 188 207 206; 209 188 189 208 207; 210 189 190 209 208;
211 190 191 210 209; 212 191 192 211 210; 213 192 193 212 211;
214 194 179 198 213; 215 195 194 213 214; 216 196 195 214 215;
217 197 196 215 216; 221 198 199 218 217; 222 199 200 219 218;
223 200 201 220 219; 224 201 202 221 220; 225 202 203 222 221;
226 203 204 223 222; 227 204 205 224 223; 228 205 206 225 224;
229 206 207 226 225; 230 207 208 227 226; 231 208 209 228 227;
232 209 210 229 228; 233 210 211 230 229; 234 211 212 231 230;
235 213 198 217 232; 236 214 213 232 233; 237 215 214 233 234;
238 216 215 234 235; 242 217 218 237 236; 243 218 219 238 237;
244 219 220 239 238; 245 220 221 240 239; 246 221 222 241 240;
247 222 223 242 241; 248 223 224 243 242; 249 224 225 244 243;
250 225 226 245 244; 251 226 227 246 245; 252 227 228 247 246;
253 228 229 248 247; 254 229 230 249 248; 255 230 231 250 249;
256 232 217 236 251; 257 233 232 251 252; 258 234 233 252 253;
259 235 234 253 254; 263 236 237 256 255; 264 237 238 257 256;
265 238 239 258 257; 266 239 240 259 258; 267 240 241 260 259;
268 241 242 261 260; 269 242 243 262 261; 270 243 244 263 262;
271 244 245 264 263; 272 245 246 265 264; 273 246 247 266 265;
274 247 248 267 266; 275 248 249 268 267; 276 249 250 269 268;
277 251 236 255 270; 278 252 251 270 271; 279 253 252 271 272;
280 254 253 272 273; 284 255 256 275 274; 285 256 257 276 275;
286 257 258 277 276; 287 258 259 278 277; 288 259 260 279 278;
289 260 261 280 279; 290 261 262 281 280; 291 262 263 282 281;
292 263 264 283 282; 293 264 265 284 283; 294 265 266 285 284;
295 266 267 286 285; 296 267 268 287 286; 297 268 269 288 287;
298 270 255 274 289; 299 271 270 289 290; 300 272 271 290 291;
301 273 272 291 292; 305 274 275 294 293; 306 275 276 295 294;
307 276 277 296 295; 308 277 278 297 296; 309 278 279 298 297;
310 279 280 299 298; 311 280 281 300 299; 312 281 282 301 300;
313 282 283 302 301; 314 283 284 303 302; 315 284 285 304 303;
316 285 286 305 304; 317 286 287 306 305; 318 287 288 307 306;
319 289 274 293 308; 320 290 289 308 309; 321 291 290 309 310;
322 292 291 310 311; 326 293 294 313 312; 327 294 295 314 313;
328 295 296 315 314; 329 296 297 316 315; 330 297 298 317 316;
331 298 299 318 317; 332 299 300 319 318; 333 300 301 320 319;
334 301 302 321 320; 335 302 303 322 321; 336 303 304 323 322;
337 304 305 324 323; 338 305 306 325 324; 339 306 307 326 325;
340 308 293 312 327; 341 309 308 327 328; 342 310 309 328 329;
343 311 310 329 330; 347 312 313 332 331; 348 313 314 333 332;
349 314 315 334 333; 350 315 316 335 334; 351 316 317 336 335;
352 317 318 337 336; 353 318 319 338 337; 354 319 320 339 338;
355 320 321 340 339; 356 321 322 341 340; 357 322 323 342 341;
358 323 324 343 342; 359 324 325 344 343; 360 325 326 345 344;
361 327 312 331 346; 362 328 327 346 347; 363 329 328 347 348;
364 330 329 348 349; 365 331 332 350 10; 366 332 333 351 350;
367 333 334 352 351; 368 334 335 353 352; 369 335 336 6 353; 370 336 337 354 6;
371 337 338 355 354; 372 338 339 356 355; 373 339 340 357 356;
374 340 341 8 357; 375 341 342 358 8; 376 342 343 359 358; 377 343 344 360 359;
378 344 345 361 360; 379 346 331 10 362; 380 347 346 362 363;
381 348 347 363 364; 382 349 348 364 365;
ELEMENT PROPERTY
9 TO 12 14 TO 18 20 TO 28 32 TO 49 53 TO 70 74 TO 91 95 TO 112 116 TO 133 -
137 TO 154 158 TO 175 179 TO 196 200 TO 217 221 TO 238 242 TO 259 -
263 TO 280 284 TO 301 305 TO 322 326 TO 343 347 TO 382 THICKNESS 0.55
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 PRIS YD 2.5
2 4 PRIS YD 1.1 ZD 6
MEMBER PROPERTY INDIAN
5 TO 8 13 19 29 TO 31 50 TO 52 71 TO 73 92 TO 94 113 TO 115 134 TO 136 155 -
156 TO 157 176 TO 178 197 TO 199 218 TO 220 239 TO 241 260 TO 262 281 TO 283 -
302 TO 304 323 TO 325 344 TO 346 TABLE ST TUBE TH 0.3 WT 1.5 DT 1.5
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 4 FIXED
LOAD 1 LOADTYPE None TITLE Temparature Loads
TEMPERATURE LOAD
1 TO 382 TEMP 45 45
PERFORM ANALYSIS
FINISH