Hi all,
I am modelling a hypar structure in tension. I have generated a surface mesh to divide the structure into 200 triangular plates (in order for them to be coplanar).
Should I apply loads differently or apply changes to SURFACE INCIDENCES? How?
What factor of safety should I give to TENSION when I use LOAD REPEAT?
PAGE NO. 1
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* STAAD.Pro V8i SS5 Analytic Service *
* Version 20.07.10.41 *
* Proprietary Program of *
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* Date= MAR 24, 2016 *
* Time= 18:59:24 *
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* USER ID: City University *
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1. STAAD SPACE
INPUT FILE: hypar 25.3.16.STD
2. START JOB INFORMATION
3. ENGINEER DATE 18-FEB-16
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 -10 -5 -10; 2 -8 -4 -10; 3 -6 -3 -10; 4 -4 -2 -10; 5 -2 -1 -10; 6 0 0 -10
9. 7 2 1 -10; 8 4 2 -10; 9 6 3 -10; 10 8 4 -10; 11 10 5 -10; 12 -10 -4 -8
10. 13 -8 -3.2 -8; 14 -6 -2.4 -8; 15 -4 -1.6 -8; 16 -2 -0.8 -8; 17 0 0 -8
11. 18 2 0.8 -8; 19 4 1.6 -8; 20 6 2.4 -8; 21 8 3.2 -8; 22 10 4 -8; 23 -10 -3 -6
12. 24 -8 -2.4 -6; 25 -6 -1.8 -6; 26 -4 -1.2 -6; 27 -2 -0.6 -6; 28 0 0 -6
13. 29 2 0.6 -6; 30 4 1.2 -6; 31 6 1.8 -6; 32 8 2.4 -6; 33 10 3 -6; 34 -10 -2 -4
14. 35 -8 -1.6 -4; 36 -6 -1.2 -4; 37 -4 -0.8 -4; 38 -2 -0.4 -4; 39 0 0 -4
15. 40 2 0.4 -4; 41 4 0.8 -4; 42 6 1.2 -4; 43 8 1.6 -4; 44 10 2 -4; 45 -10 -1 -2
16. 46 -8 -0.8 -2; 47 -6 -0.6 -2; 48 -4 -0.4 -2; 49 -2 -0.2 -2; 50 0 0 -2
17. 51 2 0.2 -2; 52 4 0.4 -2; 53 6 0.6 -2; 54 8 0.8 -2; 55 10 1 -2; 56 -10 0 0
18. 57 -8 0 0; 58 -6 0 0; 59 -4 0 0; 60 -2 0 0; 61 0 0 0; 62 2 0 0; 63 4 0 0
19. 64 6 0 0; 65 8 0 0; 66 10 0 0; 67 -10 1 2; 68 -8 0.8 2; 69 -6 0.6 2
20. 70 -4 0.4 2; 71 -2 0.2 2; 72 0 0 2; 73 2 -0.2 2; 74 4 -0.4 2; 75 6 -0.6 2
21. 76 8 -0.8 2; 77 10 -1 2; 78 -10 2 4; 79 -8 1.6 4; 80 -6 1.2 4; 81 -4 0.8 4
22. 82 -2 0.4 4; 83 0 0 4; 84 2 -0.4 4; 85 4 -0.8 4; 86 6 -1.2 4; 87 8 -1.6 4
23. 88 10 -2 4; 89 -10 3 6; 90 -8 2.4 6; 91 -6 1.8 6; 92 -4 1.2 6; 93 -2 0.6 6
24. 94 0 0 6; 95 2 -0.6 6; 96 4 -1.2 6; 97 6 -1.8 6; 98 8 -2.4 6; 99 10 -3 6
25. 100 -10 4 8; 101 -8 3.2 8; 102 -6 2.4 8; 103 -4 1.6 8; 104 -2 0.8 8; 105 0 0 8
26. 106 2 -0.8 8; 107 4 -1.6 8; 108 6 -2.4 8; 109 8 -3.2 8; 110 10 -4 8
27. 111 -10 5 10; 112 -8 4 10; 113 -6 3 10; 114 -4 2 10; 115 -2 1 10; 116 0 0 10
28. 117 2 -1 10; 118 4 -2 10; 119 6 -3 10; 120 8 -4 10; 121 10 -5 10
29. ELEMENT INCIDENCES SHELL
30. 101 12 2 1; 102 13 2 12; 103 13 3 2; 104 14 3 13; 105 14 4 3; 106 15 4 14
31. 107 15 5 4; 108 16 5 15; 109 16 6 5; 110 17 6 16; 111 18 7 6; 112 18 6 17
32. 113 19 8 7; 114 19 7 18; 115 20 8 19; 116 20 9 8; 117 21 9 20; 118 21 10 9
33. 119 22 10 21; 121 23 13 12; 122 24 13 23; 123 24 14 13; 124 25 14 24
34. 125 25 15 14; 126 26 15 25; 127 26 16 15; 128 27 16 26; 129 27 17 16
35. 130 28 17 27; 131 29 18 17; 132 29 17 28; 133 30 19 18; 134 30 18 29
36. 135 31 19 30; 136 31 20 19; 137 32 20 31; 138 32 21 20; 139 33 21 32
37. 140 33 22 21; 141 34 24 23; 142 35 24 34; 143 35 25 24; 144 36 25 35
38. 145 36 26 25; 146 37 26 36; 147 37 27 26; 148 38 27 37; 149 38 28 27
STAAD SPACE -- PAGE NO. 2
39. 150 39 28 38; 151 40 29 28; 152 40 28 39; 153 41 29 40; 154 41 30 29
40. 155 42 30 41; 156 42 31 30; 157 43 31 42; 158 43 32 31; 159 44 32 43
41. 160 44 33 32; 161 46 35 45; 162 45 35 34; 163 47 36 46; 164 46 36 35
42. 165 48 37 47; 166 47 37 36; 167 48 38 37; 168 49 38 48; 169 49 39 38
43. 170 50 39 49; 171 51 39 50; 172 51 40 39; 173 52 40 51; 174 52 41 40
44. 175 53 41 52; 176 53 42 41; 177 54 42 53; 178 54 43 42; 179 55 43 54
45. 180 55 44 43; 181 57 46 56; 182 56 46 45; 183 58 47 57; 184 57 47 46
46. 185 59 48 58; 186 58 48 47; 187 60 49 59; 188 59 49 48; 189 61 50 60
47. 190 60 50 49; 191 62 50 61; 192 62 51 50; 193 63 51 62; 194 63 52 51
48. 195 64 52 63; 196 64 53 52; 197 65 53 64; 198 65 54 53; 199 66 54 65
49. 200 66 55 54; 201 68 56 67; 202 68 57 56; 203 69 57 68; 204 69 58 57
50. 205 70 58 69; 206 70 59 58; 207 71 59 70; 208 71 60 59; 209 72 60 71
51. 210 72 61 60; 211 73 62 72; 212 72 62 61; 213 74 63 73; 214 73 63 62
52. 215 75 64 74; 216 74 64 63; 217 76 65 75; 218 75 65 64; 219 77 66 76
53. 220 76 66 65; 221 79 67 78; 222 79 68 67; 223 80 68 79; 224 80 69 68
54. 225 81 69 80; 226 81 70 69; 227 82 70 81; 228 82 71 70; 229 83 71 82
55. 230 83 72 71; 231 84 73 83; 232 83 73 72; 233 85 74 84; 234 84 74 73
56. 235 86 75 85; 236 85 75 74; 237 87 76 86; 238 86 76 75; 239 88 77 87
57. 240 87 77 76; 241 90 78 89; 242 90 79 78; 243 91 79 90; 244 91 80 79
58. 245 92 80 91; 246 92 81 80; 247 93 81 92; 248 93 82 81; 249 94 82 93
59. 250 94 83 82; 251 94 84 83; 252 95 84 94; 253 96 85 95; 254 95 85 84
60. 255 97 86 96; 256 96 86 85; 257 98 87 97; 258 97 87 86; 259 99 88 98
61. 260 98 88 87; 261 101 89 100; 262 101 90 89; 263 102 90 101; 264 102 91 90
62. 265 103 91 102; 266 103 92 91; 267 104 92 103; 268 104 93 92; 269 105 94 93
63. 270 105 93 104; 271 105 95 94; 272 106 95 105; 273 106 96 95; 274 107 96 106
64. 275 108 97 107; 276 107 97 96; 277 109 98 108; 278 108 98 97; 279 110 99 109
65. 280 109 99 98; 281 112 100 111; 282 112 101 100; 283 113 101 112
66. 284 113 102 101; 285 114 102 113; 286 114 103 102; 287 115 103 114
67. 288 115 104 103; 289 116 105 104; 290 116 104 115; 291 116 106 105
68. 292 117 106 116; 293 117 107 106; 294 118 107 117; 295 119 108 118
69. 296 118 108 107; 297 120 109 119; 298 119 109 108; 299 121 110 120
70. 300 120 110 109; 302 11 10 22
71. SURFACE INCIDENCE
72. 1 111 121 11 SURFACE 1
73. IGNORE STIFFNESS ELEMENT 101 TO 119 121 TO 300 302
**ERROR: NOT ALL JOINTS SPECIFIED IN ABOVE SURFACE INCIDENCES ARE COPLANAR. SURFACE: 1
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= MAR 24,2016 TIME= 18:59:24 ****
STAAD SPACE -- PAGE NO. 3
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