Warning message Out of plane loads applied on the plane structure

vijai amirtharaj — Thu, 21 Apr 2016 09:45:36 GMT

Hi friends, I am getting a warning message .Truss analysis . Please help me

STAAD PLANE
START JOB INFORMATION
ENGINEER DATE 21-Apr-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 1.1 0 0; 3 2.2 0 0; 4 3.3 0 0; 5 4.4 0 0; 6 5.5 0 0; 7 6.6 0 0;
8 7.7 0 0; 9 8.8 0 0; 10 9.9 0 0; 11 11 0 0; 12 12.1 0 0; 13 13.2 0 0;
14 14.3 0 0; 15 15.4 0 0; 16 0 1.444 0; 31 14.3 0.103143 0; 32 13.2 0.206286 0;
33 12.1 0.309429 0; 34 11 0.412572 0; 35 9.9 0.515714 0; 36 8.8 0.618857 0;
37 7.7 0.722 0; 38 6.6 0.825143 0; 39 5.5 0.928286 0; 40 4.4 1.03143 0;
41 3.3 1.13457 0; 42 2.2 1.23771 0; 43 1.1 1.34086 0; 44 0 0 5.1; 45 1.1 0 5.1;
46 2.2 0 5.1; 47 3.3 0 5.1; 48 4.4 0 5.1; 49 5.5 0 5.1; 50 6.6 0 5.1;
51 7.7 0 5.1; 52 8.8 0 5.1; 53 9.9 0 5.1; 54 11 0 5.1; 55 12.1 0 5.1;
56 13.2 0 5.1; 57 14.3 0 5.1; 58 15.4 0 5.1; 59 0 1.444 5.1;
60 14.3 0.103143 5.1; 61 13.2 0.206286 5.1; 62 12.1 0.309429 5.1;
63 11 0.412572 5.1; 64 9.9 0.515714 5.1; 65 8.8 0.618857 5.1; 66 7.7 0.722 5.1;
67 6.6 0.825143 5.1; 68 5.5 0.928286 5.1; 69 4.4 1.03143 5.1;
70 3.3 1.13457 5.1; 71 2.2 1.23771 5.1; 72 1.1 1.34086 5.1; 73 0 0 10.2;
74 1.1 0 10.2; 75 2.2 0 10.2; 76 3.3 0 10.2; 77 4.4 0 10.2; 78 5.5 0 10.2;
79 6.6 0 10.2; 80 7.7 0 10.2; 81 8.8 0 10.2; 82 9.9 0 10.2; 83 11 0 10.2;
84 12.1 0 10.2; 85 13.2 0 10.2; 86 14.3 0 10.2; 87 15.4 0 10.2;
88 0 1.444 10.2; 89 14.3 0.103143 10.2; 90 13.2 0.206286 10.2;
91 12.1 0.309429 10.2; 92 11 0.412572 10.2; 93 9.9 0.515714 10.2;
94 8.8 0.618857 10.2; 95 7.7 0.722 10.2; 96 6.6 0.825143 10.2;
97 5.5 0.928286 10.2; 98 4.4 1.03143 10.2; 99 3.3 1.13457 10.2;
100 2.2 1.23771 10.2; 101 1.1 1.34086 10.2; 102 0 -2.5 0; 103 15.4 -2.5 0;
104 0 -2.5 5.1; 105 15.4 -2.5 5.1; 106 0 -2.5 10.2; 107 15.4 -2.5 10.2;
108 4.4 -2.5 0; 109 9.9 -2.5 0; 110 4.4 -2.5 5.1; 111 9.9 -2.5 5.1;
112 4.4 -2.5 10.2; 113 9.9 -2.5 10.2; 114 0 0 15.3; 115 1.1 0 15.3;
116 2.2 0 15.3; 117 3.3 0 15.3; 118 4.4 0 15.3; 119 5.5 0 15.3; 120 6.6 0 15.3;
121 7.7 0 15.3; 122 8.8 0 15.3; 123 9.9 0 15.3; 124 11 0 15.3; 125 12.1 0 15.3;
126 13.2 0 15.3; 127 14.3 0 15.3; 128 15.4 0 15.3; 129 0 1.444 15.3;
130 14.3 0.103143 15.3; 131 13.2 0.206286 15.3; 132 12.1 0.309429 15.3;
133 11 0.412572 15.3; 134 9.9 0.515714 15.3; 135 8.8 0.618857 15.3;
136 7.7 0.722 15.3; 137 6.6 0.825143 15.3; 138 5.5 0.928286 15.3;
139 4.4 1.03143 15.3; 140 3.3 1.13457 15.3; 141 2.2 1.23771 15.3;
142 1.1 1.34086 15.3; 143 0 -2.5 15.3; 144 15.4 -2.5 15.3; 145 4.4 -2.5 15.3;
146 9.9 -2.5 15.3;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11;
11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 1 16; 16 16 43; 17 2 43; 18 3 42;
19 4 41; 20 5 40; 21 6 39; 22 7 38; 23 8 37; 24 9 36; 25 10 35; 26 11 34;
27 12 33; 28 13 32; 29 14 31; 31 31 15; 32 32 31; 33 33 32; 34 34 33; 35 35 34;
36 36 35; 37 37 36; 38 38 37; 39 39 38; 40 40 39; 41 41 40; 42 42 41; 43 43 42;
44 44 45; 45 45 46; 46 46 47; 47 47 48; 48 48 49; 49 49 50; 50 50 51; 51 51 52;
52 52 53; 53 53 54; 54 54 55; 55 55 56; 56 56 57; 57 57 58; 58 44 59; 59 59 72;
60 45 72; 61 46 71; 62 47 70; 63 48 69; 64 49 68; 65 50 67; 66 51 66; 67 52 65;
68 53 64; 69 54 63; 70 55 62; 71 56 61; 72 57 60; 73 60 58; 74 61 60; 75 62 61;
76 63 62; 77 64 63; 78 65 64; 79 66 65; 80 67 66; 81 68 67; 82 69 68; 83 70 69;
84 71 70; 85 72 71; 86 73 74; 87 74 75; 88 75 76; 89 76 77; 90 77 78; 91 78 79;
92 79 80; 93 80 81; 94 81 82; 95 82 83; 96 83 84; 97 84 85; 98 85 86; 99 86 87;
100 73 88; 101 88 101; 102 74 101; 103 75 100; 104 76 99; 105 77 98; 106 78 97;
107 79 96; 108 80 95; 109 81 94; 110 82 93; 111 83 92; 112 84 91; 113 85 90;
114 86 89; 115 89 87; 116 90 89; 117 91 90; 118 92 91; 119 93 92; 120 94 93;
121 95 94; 122 96 95; 123 97 96; 124 98 97; 125 99 98; 126 100 99; 127 101 100;
128 16 59; 129 43 72; 130 42 71; 131 41 70; 132 40 69; 133 39 68; 134 38 67;
135 37 66; 136 36 65; 137 35 64; 138 34 63; 139 33 62; 140 32 61; 141 31 60;
142 15 58; 143 1 44; 144 59 88; 145 72 101; 146 71 100; 147 70 99; 148 69 98;
149 68 97; 150 67 96; 151 66 95; 152 65 94; 153 64 93; 154 63 92; 155 62 91;
156 61 90; 157 60 89; 158 58 87; 159 44 73; 160 1 102; 161 15 103; 162 44 104;
163 58 105; 164 73 106; 165 87 107; 166 5 108; 167 10 109; 168 48 110;
169 53 111; 170 77 112; 171 82 113; 172 143 114; 173 145 118; 174 146 123;
175 144 128; 176 129 142; 177 114 115; 178 114 129; 179 115 142; 180 116 141;
181 117 140; 182 118 139; 183 119 138; 184 120 137; 185 121 136; 186 122 135;
187 123 134; 188 124 133; 189 125 132; 190 126 131; 191 127 130; 192 114 73;
193 129 88; 194 101 142; 195 100 141; 196 99 140; 197 98 139; 198 97 138;
199 96 137; 200 95 136; 201 94 135; 202 93 134; 203 92 133; 204 91 132;
205 90 131; 206 89 130; 207 87 128; 208 130 128; 209 131 130; 210 132 131;
211 133 132; 212 134 133; 213 135 134; 214 136 135; 215 137 136; 216 138 137;
217 139 138; 218 140 139; 219 141 140; 220 142 141; 221 127 128; 222 126 127;
223 125 126; 224 124 125; 225 123 124; 226 122 123; 227 121 122; 228 120 121;
229 119 120; 230 118 119; 231 117 118; 232 116 117; 233 115 116; 234 16 2;
235 43 3; 236 42 4; 237 41 5; 238 40 6; 239 39 7; 240 38 8; 241 37 9;
242 36 10; 243 35 11; 244 34 12; 245 33 13; 246 32 14; 247 59 45; 248 72 46;
249 71 47; 250 70 48; 251 69 49; 252 68 50; 253 67 51; 254 66 52; 255 65 53;
256 64 54; 257 63 55; 258 62 56; 259 61 57; 260 88 74; 261 101 75; 262 100 76;
263 99 77; 264 98 78; 265 97 79; 266 96 80; 267 95 81; 268 94 82; 269 93 83;
270 92 84; 271 91 85; 272 90 86; 273 129 115; 274 142 116; 275 141 117;
276 140 118; 277 139 119; 278 138 120; 279 137 121; 280 136 122; 281 135 123;
282 134 124; 283 133 125; 284 132 126; 285 131 127; 286 5 48; 287 48 77;
288 77 118; 289 10 53; 290 53 82; 291 82 123;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
234 TO 285 TABLE ST ISA75X75X5
17 TO 29 60 TO 72 102 TO 114 179 TO 191 TABLE ST ISA50X50X4
128 TO 141 144 TO 157 193 TO 206 TABLE ST ISMC150
142 143 158 159 192 207 286 TO 291 TABLE ST ISMC200
160 TO 175 TABLE ST TUB1001004.0
1 TO 16 31 TO 59 73 TO 101 115 TO 127 176 TO 178 208 TO 233 TABLE ST TUB72724.0
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
102 TO 113 143 TO 146 FIXED
LOAD 1 LOADTYPE Dead TITLE DEAD LOAD
SELFWEIGHT Y -1 LIST 1 TO 29 31 TO 127 143 159 TO 192 208 TO 291
MEMBER LOAD
128 TO 142 144 TO 158 193 TO 207 UNI GY -0.2
LOAD 2 LOADTYPE Live TITLE LIVE LOAD
MEMBER LOAD
128 TO 142 144 TO 158 193 TO 207 UNI GY -0.75
LOAD 3 LOADTYPE Wind TITLE WIND UP
MEMBER LOAD
128 TO 142 144 TO 158 193 TO 207 UNI GY 1.8
LOAD 4 LOADTYPE Wind TITLE WIND DOWN
MEMBER LOAD
128 TO 142 144 TO 158 193 TO 207 UNI GY -0.7
LOAD COMB 5 DL+LL
1 1.5 2 1.5
LOAD COMB 6 DL+LL+WL UP
1 1.2 2 1.2 3 1.2
LOAD COMB 7 COMBINATION LOAD CASE 7
1 1.2 2 1.2 4 1.2
LOAD COMB 8 COMBINATION LOAD CASE 8
1 1.5 3 1.5
LOAD COMB 9 COMBINATION LOAD CASE 9
1 1.5 4 1.5
PERFORM ANALYSIS PRINT ALL
PARAMETER 1
CODE INDIAN
CHECK CODE ALL
PARAMETER 2
CODE INDIAN
STEEL MEMBER TAKE OFF LIST 1 TO 29 31 TO 291
PARAMETER 3
CODE INDIAN
STEEL TAKE OFF LIST 1 TO 29 31 TO 291
FINISH

lattice truss analysis

vijai amirtharaj — Sat, 30 Jan 2016 08:41:05 GMT

Hello friends, I am having problem designing lattice truss in staad. Since i am new to steel design , I want to cross check my structure and all missing parameters to be considered as per IS 800. thank you in advance

communities.bentley.com/.../Lattice-Structure.std

PV Solar panel wind analysis in STAAD

vijai amirtharaj — Sat, 26 Dec 2015 05:50:25 GMT

Hello friends!

1) Slar panel module of dimension 1.9m x .9 m is mounted over the the 12 m building . I need to support 5 panel each 24 kg using 3 vetical support using 3inch hollow pipe 40mm thickness.This vertical member stands on RCC block with base J bolt is used which has to be designed.

2)Panels angle of tilting is 13'. All 5 panels rests on bracing angle of 50x50x5mm which runs in the centre . This Angle is supported with 40x40x4mm channel parallel to each solar panel.

Truss Design failing members

vijai amirtharaj — Sat, 09 Jan 2016 07:21:49 GMT

I need to design truss steel structure 50x80 mts as per IS code. Solar panel is mounted on truss structure acting as a roof. I have analysed the structure. Is this correct way ? Lot of members fail. Please point out the mistake have done

vijai amirtharaj's Communities Activities

Warning message Out of plane loads applied on the plane structure

lattice truss analysis

PV Solar panel wind analysis in STAAD

Truss Design failing members