I am getting an error : A MEMBER WEIGHT VALUE ABOVE is 0.0
mock1.rar
What is the mistake?
Please someone help. Thanks
A couple of member weight values are entered as 0 in the seismic definition. Change it to some value other than 0. Also, starting and ending distance's of the member weight should be positive values.
Answer Verified By: ormila pilli
thank you sir, after doing that I am getting another error as " a valid load case number is not specified for moving load case"
Please attach a modified model.
ok sir,
STAAD SPACE START JOB INFORMATION ENGINEER DATE 21-Dec-20 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 6.40001 0; 3 25.9001 0 0; 4 25.9001 6.40001 0; 5 5.45001 0 0; 6 10.45 0 0; 7 15.45 0 0; 8 20.45 0 0; 9 12.95 7.69502 0; 11 5.45001 6.79501 -2.03; 15 10.45 7.44501 0; 16 5.45001 6.94501 0; 17 20.45 6.94501 0; 18 15.45 7.44501 0; 19 0 0 6.50001; 20 0 6.40001 6.50001; 21 25.9001 0 6.50001; 22 25.9001 6.40001 6.50001; 23 12.95 7.69502 6.50001; 24 10.45 7.44501 6.50001; 25 5.45001 6.94501 6.50001; 26 20.45 6.94501 6.50001; 27 15.45 7.44501 6.50001; 28 0 0 14; 29 0 6.40001 14; 30 25.9001 0 14; 31 25.9001 6.40001 14; 32 12.95 7.69502 14; 33 10.45 7.44501 14; 34 5.45001 6.94501 14; 35 20.45 6.94501 14; 36 15.45 7.44501 14; 37 0 0 21.5; 38 0 6.40001 21.5; 39 25.9001 0 21.5; 40 25.9001 6.40001 21.5; 41 12.95 7.69502 21.5; 42 10.45 7.44501 21.5; 43 5.45001 6.94501 21.5; 44 20.45 6.94501 21.5; 45 15.45 7.44501 21.5; 46 0 0 29.0001; 47 0 6.40001 29.0001; 48 25.9001 0 29.0001; 49 25.9001 6.40001 29.0001; 50 12.95 7.69502 29.0001; 51 10.45 7.44501 29.0001; 52 5.45001 6.94501 29.0001; 53 20.45 6.94501 29.0001; 54 15.45 7.44501 29.0001; 55 0 0 36.5001; 56 0 6.40001 36.5001; 57 25.9001 0 36.5001; 58 25.9001 6.40001 36.5001; 59 12.95 7.69502 36.5001; 60 10.45 7.44501 36.5001; 61 5.45001 6.94501 36.5001; 62 20.45 6.94501 36.5001; 63 15.45 7.44501 36.5001; 64 0 0 44.0001; 65 0 6.40001 44.0001; 66 25.9001 0 44.0001; 67 25.9001 6.40001 44.0001; 68 12.95 7.69502 44.0001; 69 10.45 7.44501 44.0001; 70 5.45001 6.94501 44.0001; 71 20.45 6.94501 44.0001; 72 15.45 7.44501 44.0001; 73 0 0 51.5001; 74 0 6.40001 51.5001; 75 25.9001 0 51.5001; 76 25.9001 6.40001 51.5001; 77 12.95 7.69502 51.5001; 78 10.45 7.44501 51.5001; 79 5.45001 6.94501 51.5001; 80 20.45 6.94501 51.5001; 81 15.45 7.44501 51.5001; 82 0 0 59.0001; 83 0 6.40001 59.0001; 84 25.9001 0 59.0001; 85 25.9001 6.40001 59.0001; 86 12.95 7.69502 59.0001; 87 10.45 7.44501 59.0001; 88 5.45001 6.94501 59.0001; 89 20.45 6.94501 59.0001; 90 15.45 7.44501 59.0001; 91 0 0 66.5001; 92 0 6.40001 66.5001; 93 25.9001 0 66.5001; 94 25.9001 6.40001 66.5001; 95 12.95 7.69502 66.5001; 96 10.45 7.44501 66.5001; 97 5.45001 6.94501 66.5001; 98 20.45 6.94501 66.5001; 99 15.45 7.44501 66.5001; 100 5.45001 0 66.5001; 101 10.45 0 66.5001; 102 15.45 0 66.5001; 103 20.45 0 66.5001; 104 10.45 7.29501 -2.03; 105 -2.03 6.25001 51.5001; 106 -2.03 6.25001 59.0001; 107 0 2.7 0; 108 25.9001 2.7 0; 109 5.45001 2.7 0; 110 10.45 2.7 0; 111 15.45 2.7 0; 112 20.45 2.7 0; 113 0 2.7 6.50001; 114 25.9001 2.7 6.50001; 115 0 2.7 14; 116 25.9001 2.7 14; 117 0 2.7 21.5; 118 25.9001 2.7 21.5; 119 0 2.7 29.0001; 120 25.9001 2.7 29.0001; 121 0 2.7 36.5001; 122 25.9001 2.7 36.5001; 123 0 2.7 44.0001; 124 25.9001 2.7 44.0001; 125 0 2.7 51.5001; 126 25.9001 2.7 51.5001; 127 0 2.7 59.0001; 128 25.9001 2.7 59.0001; 129 0 2.7 66.5001; 130 25.9001 2.7 66.5001; 131 5.45001 2.7 66.5001; 132 10.45 2.7 66.5001; 133 15.45 2.7 66.5001; 134 20.45 2.7 66.5001; 135 0 3.302 66.5001; 136 0 2.7 72.5251; 137 25.9001 3.302 66.5001; 138 25.9001 2.7 72.5251; 139 20.45 3.302 66.5001; 140 10.45 3.302 66.5001; 141 15.45 3.302 66.5001; 142 5.45001 3.302 66.5001; 143 5.45001 2.7 72.5251; 144 10.45 2.7 72.5251; 145 15.45 2.7 72.5251; 146 20.45 2.7 72.5251; 147 0 -5.23225e-006 72.5251; 148 25.9001 -5.23225e-006 72.5251; 149 5.45001 -5.23225e-006 72.5251; 150 10.45 -5.23225e-006 72.5251; 151 15.45 -5.23225e-006 72.5251; 152 20.45 -5.23225e-006 72.5251; 153 0 4.00001 0; 154 25.9001 4.00001 0; 155 0 4.00001 6.50001; 156 25.9001 4.00001 6.50001; 157 0 4.00001 14; 158 25.9001 4.00001 14; 159 1 4.00001 0; 160 1 4.00001 6.50001; 161 1 4.00001 14; 162 24.9001 4.00001 0; 163 24.9001 4.00001 6.50001; 164 24.9001 4.00001 14; 165 5.45001 6.94501 -0.530001; 166 10.45 7.44501 -0.530001; 167 -0.530001 6.40001 51.5001; 168 -0.530001 6.40001 59.0001; 169 3.98015 6.79802 0; 170 3.98015 6.79802 6.50001; 171 3.98015 6.79802 14; 172 3.98015 6.79802 21.5; 173 3.98015 6.79802 29.0001; 174 3.98015 6.79802 36.5001; 175 3.98015 6.79802 44.0001; 176 3.98015 6.79802 51.5001; 177 3.98015 6.79802 59.0001; 178 3.98015 6.79802 66.5001; 179 21.9199 6.79802 0; 180 21.9199 6.79802 6.50001; 181 21.9199 6.79802 14; 182 21.9199 6.79802 21.5; 183 21.9199 6.79802 29.0001; 184 21.9199 6.79802 36.5001; 185 21.9199 6.79802 44.0001; 186 21.9199 6.79802 51.5001; 187 21.9199 6.79802 59.0001; 188 21.9199 6.79802 66.5001; MEMBER INCIDENCES 1 1 107; 2 3 108; 3 2 169; 4 9 179; 5 5 109; 6 6 110; 7 7 111; 8 8 112; 9 9 169; 13 19 113; 14 21 114; 15 20 170; 16 23 180; 17 23 170; 21 28 115; 22 30 116; 23 29 171; 24 32 181; 25 32 171; 29 37 117; 30 39 118; 31 38 172; 32 41 182; 33 41 172; 37 46 119; 38 48 120; 39 47 173; 40 50 183; 41 50 173; 45 55 121; 46 57 122; 47 56 174; 48 59 184; 49 59 174; 53 64 123; 54 66 124; 55 65 175; 56 68 185; 57 68 175; 61 73 125; 62 75 126; 63 74 176; 64 77 186; 65 77 176; 69 82 127; 70 84 128; 71 83 177; 72 86 187; 73 86 177; 77 91 129; 78 93 130; 79 92 178; 80 95 188; 81 95 178; 85 2 20; 86 20 29; 87 29 38; 88 38 47; 89 47 56; 90 56 65; 91 65 74; 92 74 83; 93 83 92; 94 16 25; 95 25 34; 96 34 43; 97 43 52; 98 52 61; 99 61 70; 100 70 79; 101 79 88; 102 88 97; 103 15 24; 104 24 33; 105 33 42; 106 42 51; 107 51 60; 108 60 69; 109 69 78; 110 78 87; 111 87 96; 112 86 95; 113 77 86; 114 81 90; 115 90 99; 116 89 98; 117 80 89; 118 71 80; 119 72 81; 120 68 77; 121 59 68; 122 63 72; 123 50 59; 124 54 63; 125 45 54; 126 41 50; 127 36 45; 128 32 41; 129 23 32; 130 27 36; 131 26 35; 132 35 44; 133 44 53; 134 53 62; 135 62 71; 136 9 23; 137 18 27; 138 17 26; 139 4 22; 140 22 31; 141 31 40; 142 40 49; 143 49 58; 144 58 67; 145 67 76; 146 76 85; 147 85 94; 148 100 131; 149 101 132; 150 102 133; 151 103 134; 152 11 165; 153 11 104; 154 104 166; 155 167 105; 156 105 106; 157 106 168; 158 107 153; 159 108 154; 160 109 16; 161 110 15; 162 111 18; 163 112 17; 164 113 20; 165 114 22; 166 115 29; 167 116 31; 168 117 38; 169 118 40; 170 119 47; 171 120 49; 172 121 56; 173 122 58; 174 123 65; 175 124 67; 176 125 74; 177 126 76; 178 127 83; 179 128 85; 180 129 135; 181 130 137; 182 131 142; 183 132 140; 184 133 141; 185 134 139; 186 135 92; 187 135 136; 188 137 94; 189 135 142; 190 136 143; 191 137 138; 192 139 98; 193 139 137; 194 140 96; 195 141 99; 196 141 139; 197 140 141; 198 142 97; 199 142 140; 200 143 144; 201 144 145; 202 145 146; 203 146 138; 204 147 136; 205 148 138; 206 149 143; 207 150 144; 208 151 145; 209 152 146; 210 1 20; 211 20 16; 212 16 24; 213 24 9; 214 9 27; 215 27 17; 216 17 22; 217 22 3; 218 19 2; 219 2 25; 220 25 15; 221 15 23; 222 23 18; 223 18 26; 224 26 4; 225 4 21; 226 82 92; 227 92 88; 228 88 96; 229 96 86; 230 86 99; 231 99 89; 232 89 94; 233 94 84; 234 91 83; 235 83 97; 236 97 87; 237 87 95; 238 95 90; 239 90 98; 240 98 85; 241 85 93; 242 46 56; 243 56 52; 244 52 60; 245 60 50; 246 50 63; 247 63 53; 248 53 58; 249 58 48; 250 55 47; 251 47 61; 252 61 51; 253 51 59; 254 59 54; 255 54 62; 256 62 49; 257 49 57; 258 153 2; 259 154 4; 264 153 159; 265 155 160; 266 157 161; 267 154 162; 268 156 163; 269 158 164; 272 154 156; 273 156 158; 274 16 165; 275 15 166; 276 74 167; 277 83 168; 288 179 4; 289 180 22; 290 181 31; 291 182 40; 292 183 49; 293 184 58; 294 185 67; 295 186 76; 296 187 85; 297 188 94; 298 153 155; 299 155 157; DEFINE MATERIAL START ISOTROPIC STEEL E 1.99947e+008 POISSON 0.3 DENSITY 76.8191 ALPHA 6e-006 DAMP 0.03 TYPE STEEL STRENGTH FY 248210 FU 399894 RY 1.5 RT 1.2 END DEFINE MATERIAL MEMBER PROPERTY AMERICAN 1 2 13 14 21 22 29 30 37 38 45 46 53 54 61 62 69 70 77 - 78 TAPERED 0.6 0.01 0.684 0.25 0.008 0.25 0.008 164 TO 179 TAPERED 0.684 0.01 0.8 0.25 0.008 0.25 0.008 15 23 31 39 47 55 63 71 289 TO 296 TAPERED 0.8 0.01 0.5 0.25 0.008 0.25 0.008 16 17 24 25 32 33 40 41 48 49 56 57 64 65 72 - 73 TAPERED 0.5 0.01 0.5 0.25 0.008 0.25 0.008 3 4 9 79 TO 81 288 297 TAPERED 0.4 0.006 0.4 0.2 0.005 0.2 0.005 5 TO 8 148 TO 151 160 TO 163 182 TO 185 192 194 195 - 198 TAPERED 0.4 0.008 0.4 0.2 0.006 0.2 0.006 204 TO 209 TAPERED 0.3 0.006 0.4 0.17 0.005 0.17 0.005 MEMBER PROPERTY TATASTRUCTURA 85 TO 147 187 189 TO 191 193 196 197 199 TO 203 TABLE ST 100X100X4.0SHS MEMBER PROPERTY COLDFORMED INDIAN 153 156 TABLE ST 260ZS75X2 MEMBER PROPERTY COLDFORMED INDIAN 210 TO 257 PRIS YD 0.25 MEMBER PROPERTY INDIAN 272 273 298 299 TABLE ST ISMB600 264 TO 269 TABLE ST ISMB600 MEMBER PROPERTY INDIAN 152 154 155 157 TAPERED 0.3 0.006 0.2 0.012 0.005 0.012 0.005 274 TO 277 TAPERED 0.3 0.006 0.3 0.012 0.005 0.012 0.005 158 159 180 181 TAPERED 0.684 0.01 0.725 0.2 0.008 0.2 0.008 186 188 258 259 TAPERED 0.725 0.01 0.8 0.25 0.008 0.25 0.008 CONSTANTS BETA 90 MEMB 5 TO 8 148 TO 151 160 TO 163 182 TO 185 192 194 195 198 206 TO 209 MATERIAL STEEL ALL MEMBER RELEASE 85 TO 147 189 190 193 196 197 199 TO 203 START MY MZ 85 TO 147 189 190 193 196 197 199 TO 203 END MY MZ MEMBER TENSION 210 TO 257 SUPPORTS 1 3 5 TO 8 19 21 28 30 37 39 46 48 55 57 64 66 73 75 82 84 91 93 100 TO 103 - 147 TO 152 PINNED DEFINE 1893 LOAD ZONE 0.24 RF 4 I 1.5 SS 2 ST 2 DM 0.05 SELFWEIGHT 1 JOINT WEIGHT 20 22 29 31 38 40 47 49 56 58 65 67 76 83 85 167 WEIGHT -1.442 2 4 92 94 WEIGHT -0.721 MEMBER WEIGHT 15 TO 17 23 TO 25 31 TO 33 39 TO 41 47 TO 49 55 TO 57 63 TO 65 71 TO 73 289 - 290 TO 296 UNI -11.176 3 4 9 79 TO 81 152 154 155 157 274 TO 277 288 297 UNI -5.588 164 TO 179 UNI -1.525 158 159 180 181 186 188 258 259 UNI -0.762 5 TO 8 148 TO 151 160 TO 163 182 TO 185 192 194 195 198 UNI -1.07 158 159 180 181 186 188 258 259 UNI -0.535 DEFINE MOVING LOAD TYPE 1 LOAD 113.02 113.02 DIST 2.8 TYPE 2 LOAD 18.92 18.92 DIST 2.8 LOAD 1 LOADTYPE Seismic TITLE EQL+X 1893 LOAD X 1 PERFORM ANALYSIS CHANGE LOAD 2 LOADTYPE Seismic TITLE EQLZ+ 1893 LOAD Z 1 PERFORM ANALYSIS CHANGE LOAD 3 LOADTYPE Dead TITLE DL SELFWEIGHT Y -1.15 MEMBER LOAD 15 TO 17 23 TO 25 31 TO 33 39 TO 41 47 TO 49 55 TO 57 63 TO 65 71 TO 73 289 - 290 TO 296 UNI GY -11.176 3 4 9 79 TO 81 152 154 155 157 274 TO 277 288 297 UNI GY -5.588 164 TO 179 UNI GY -1.525 158 159 180 181 186 188 258 259 UNI GY -0.762 5 TO 8 148 TO 151 160 TO 163 182 TO 185 192 194 195 198 UNI GY -1.07 158 159 180 181 186 188 258 259 UNI GY -0.535 JOINT LOAD 20 22 29 31 38 40 47 49 56 58 65 67 76 83 85 167 FY -1.442 2 4 92 94 FY -0.721 LOAD 4 LOADTYPE Live REDUCIBLE TITLE LL MEMBER LOAD 15 TO 17 23 TO 25 31 TO 33 39 TO 41 47 TO 49 55 TO 57 63 TO 65 71 TO 73 289 - 290 TO 296 UNI GY -5.25 3 4 9 79 TO 81 153 155 157 189 190 193 196 197 199 TO 203 288 297 UNI GY -2.625 JOINT LOAD 20 22 29 31 38 40 47 49 56 58 65 67 74 76 83 85 143 TO 146 FY -4.688 2 4 92 94 136 138 FY -2.344 LOAD 6 LOADTYPE Wind TITLE WL(0+CPI) MEMBER LOAD 164 166 168 170 172 174 176 178 UNI GX 2.35 158 180 186 258 UNI GX 1.175 165 167 169 171 173 175 177 179 UNI GX 8.814 159 181 188 259 UNI GX 4.407 160 TO 163 UNI GZ 8.618 158 159 258 259 UNI GZ 4.309 182 TO 185 192 194 195 198 UNI GZ 8.618 180 181 186 188 UNI GZ 4.309 15 17 23 25 31 33 39 41 47 49 55 57 63 65 71 73 UNI Y 16.454 3 9 79 81 UNI Y 8.227 16 24 32 40 48 56 64 72 289 TO 296 UNI Y 10.577 4 80 288 297 UNI Y 5.288 LOAD 7 LOADTYPE Wind TITLE WL(0-CPI) MEMBER LOAD 164 166 168 170 172 174 176 178 UNI GX 14.103 158 180 186 258 UNI GX 7.052 165 167 169 171 173 175 177 179 UNI GX -2.938 159 181 188 259 UNI GX -1.469 160 TO 163 UNI GZ 0.784 158 159 258 259 UNI GZ 0.392 182 TO 185 192 194 195 198 UNI GZ 0.784 180 181 186 188 UNI GZ 0.392 15 17 23 25 31 33 39 41 47 49 55 57 63 65 71 73 UNI Y 4.701 3 9 79 81 UNI Y 2.35 16 24 32 40 48 56 64 72 289 TO 296 UNI Y -1.175 4 80 288 297 UNI Y -0.588 LOAD 8 LOADTYPE Wind TITLE WL( 90+CPI) MEMBER LOAD 164 166 168 170 172 174 176 178 UNI GX 1.178 158 180 186 258 UNI GX 0.589 165 167 169 171 173 175 177 179 UNI GX 1.178 159 181 188 259 UNI GX 0.589 160 TO 163 UNI GZ 0.569 158 159 258 259 UNI GZ 0.284 182 TO 185 192 194 195 198 UNI GZ 3.134 180 181 186 188 UNI GZ 1.567 15 17 23 25 31 33 39 41 47 49 55 57 63 65 71 73 UNI Y 15.278 3 9 79 81 UNI Y 7.639 16 24 32 40 48 56 64 72 289 TO 296 UNI Y 10.577 4 80 288 297 UNI Y 5.288 LOAD 9 LOADTYPE Wind TITLE WL(90-CPI) MEMBER LOAD 160 TO 163 UNI GZ 9.402 158 159 258 259 UNI GZ 4.701 182 TO 185 192 194 195 198 UNI GZ -4.701 180 181 186 188 UNI GZ -2.35 15 17 23 25 31 33 39 41 47 49 55 57 63 65 71 73 UNI Y -3.526 3 9 79 81 UNI Y -1.763 16 24 32 40 48 56 64 72 289 TO 296 UNI Y -1.175 4 80 288 297 UNI Y -0.588 PERFORM ANALYSIS LOAD GENERATION 30 ADD LOAD 1 TYPE 1 0 4 0 ZINC 0.5 TYPE 2 25.9 4 0 ZINC 0.5 LOAD 5 LOADTYPE Crane Hook TITLE CL JOINT LOAD 159 TO 161 FY -100.91 162 TO 164 FY -20.28 159 TO 161 FX 121 162 TO 164 FX -121 LOAD COMB 101 1.5DL+1.5LL+1.05CL 3 1.5 4 1.5 5 1.05 LOAD COMB 102 1.2DL+1.2LL+1.05CL+1.2WL(0+CPI) 3 1.2 4 1.2 6 1.2 5 1.05 LOAD COMB 103 1.2DL+1.2LL+1.05CL+1.2WL(0-CPI) 3 1.2 4 1.2 7 1.2 5 1.05 LOAD COMB 104 1.2DL+1.2LL+1.05CL+1.2WL(90+CPI) 3 1.2 4 1.2 8 1.2 5 1.05 LOAD COMB 105 1.2DL+1.2LL+1.05CL+1.2WL(90-CPI) 3 1.2 4 1.2 9 1.2 5 1.05 LOAD COMB 106 1.2DL+1.2LL+0.53CL+1.2EQLX+ 1 1.2 3 1.2 4 1.2 5 1.05 LOAD COMB 107 1.2DL+1.2LL+0.53CL+1.2EQLZ+ 2 1.2 3 1.2 4 1.2 5 1.05 LOAD COMB 108 1.5DL+1.5WL(0+CPI) 3 1.5 6 1.5 LOAD COMB 109 1.5DL+1.5WL(0-CPI) 3 1.5 7 1.5 LOAD COMB 110 1.5DL+1.5WL(90+CPI) 3 1.5 8 1.5 LOAD COMB 111 1.5DL+1.5WL(90-CPI) 3 1.5 9 1.5 LOAD COMB 112 0.9DL+1.5EQLX+ 1 1.5 3 0.9 LOAD COMB 113 0.9DL+1.5EQLZ+ 2 1.5 3 0.9 LOAD COMB 114 0.9DL+1.5WL(0+CPI) 3 0.9 6 1.5 LOAD COMB 115 0.9DL1.5WL(0+CPI) 3 0.9 7 1.5 LOAD COMB 116 0.9DL+1.5WL(0-CPI) 3 0.9 7 1.5 LOAD COMB 117 0.9DL+1.5WL(90+CPI) 3 0.9 8 1.5 LOAD COMB 118 0.9DL+WL(90-CPI) 3 0.9 9 1.5 LOAD COMB 119 1.5DL+1.5EQLX+ 1 1.5 3 1.5 LOAD COMB 120 1.5DL+1.5EQLZ+ 2 1.5 3 1.5 LOAD COMB 201 1DL+1LL+1CL 3 1.0 4 1.0 5 1.0 LOAD COMB 202 S 1DL+0.8LL+0.8CL+0.8WL(0+CPI) 3 1.0 4 0.8 6 0.8 5 0.8 LOAD COMB 203 S 1DL+0.8LL+0.8CL+0.8WL(0-CPI) 3 1.0 4 0.8 7 0.8 5 0.8 LOAD COMB 204 S 1DL+0.8LL+0.8CL+0.8WL(90+CPI) 3 1.0 4 0.8 8 0.8 5 0.8 LOAD COMB 205 S 1DL+0.8LL+0.8CL+0.8EQLX+ 3 1.0 4 0.8 1 0.8 5 0.8 LOAD COMB 206 S 1DL+0.8LL+0.8CL+0.8EQLZ+ 2 0.8 3 1.0 4 0.8 5 0.8 LOAD COMB 207 S 1DL+0.8LL+0.8CL+0.8WL(90-CPI) 3 1.0 4 0.8 9 0.8 5 0.8 LOAD COMB 208 S 1DL+1EQLX+ 1 1.0 3 1.0 LOAD COMB 209 S 1DL+1EQLZ+ 2 1.0 3 1.0 LOAD COMB 210 S 1DL+1WL(0+CPI) 3 1.0 6 1.0 LOAD COMB 211 S 1DL+1WL(0-CPI) 3 1.0 7 1.0 LOAD COMB 212 S 1DL+1WL(90+CPI) 3 1.0 8 1.0 LOAD COMB 213 S 1DL+1WL(90-CPI) 3 1.0 9 1.0 PERFORM ANALYSIS DEFINE ENVELOPE 101 TO 120 ENVELOPE 1 TYPE STRENGTH 201 TO 213 ENVELOPE 2 TYPE SERVICEABILITY END DEFINE ENVELOPE PARAMETER 1 CODE IS800 LSD BEAM 1 ALL FU 490000 MEMB 1 TO 9 13 TO 17 21 TO 25 29 TO 33 37 TO 41 45 TO 49 53 TO 57 - 61 TO 65 69 TO 73 77 TO 81 148 TO 186 188 192 194 195 198 204 TO 209 258 - 259 274 TO 277 288 TO 297 FYLD 345000 MEMB 1 TO 9 13 TO 17 21 TO 25 29 TO 33 37 TO 41 45 TO 49 - 53 TO 57 61 TO 65 69 TO 73 77 TO 81 148 TO 186 188 192 194 195 198 - 204 TO 209 258 259 274 TO 277 288 TO 297 FU 450000 MEMB 85 TO 147 187 189 TO 191 193 196 197 199 TO 203 264 TO 269 - 272 273 298 299 FYLD 310000 MEMB 85 TO 147 187 189 TO 191 193 196 197 199 TO 203 264 TO 269 - 272 273 298 299 FU 420000 MEMB 210 TO 257 FYLD 250000 MEMB 210 TO 257 KX 1 MEMB 1 2 5 TO 8 13 14 21 22 29 30 37 38 45 46 53 54 61 62 69 70 77 78 - 148 TO 151 158 TO 186 188 192 194 195 198 204 TO 209 258 259 KY 1 MEMB 1 2 5 TO 8 13 14 21 22 29 30 37 38 45 46 53 54 61 62 69 70 77 78 - 148 TO 151 158 TO 186 188 192 194 195 198 204 TO 209 258 259 KZ 2 MEMB 1 2 13 14 21 22 29 30 37 38 45 46 53 54 61 62 69 70 77 78 158 159 - 164 TO 181 186 188 204 TO 209 258 259 KX 1 MEMB 152 154 155 157 274 276 277 KY 2 MEMB 152 154 155 157 274 TO 277 KZ 2 MEMB 152 154 155 157 274 TO 277 LX 1.5 MEMB 3 4 9 15 TO 17 23 TO 25 31 TO 33 39 TO 41 47 TO 49 55 TO 57 63 - 64 TO 65 71 TO 73 79 TO 81 288 TO 297 LY 1.5 MEMB 3 4 9 15 TO 17 23 TO 25 31 TO 33 39 TO 41 47 TO 49 55 TO 57 63 - 64 TO 65 71 TO 73 79 TO 81 288 TO 297 LZ 13.015 MEMB 15 TO 17 23 TO 25 31 TO 33 39 TO 41 47 TO 49 55 TO 57 - 63 TO 65 71 TO 73 289 TO 296 LX 1.5 MEMB 158 TO 186 188 192 194 195 198 258 259 LY 1.5 MEMB 158 TO 186 188 192 194 195 198 258 259 LZ 6.4 MEMB 13 14 21 22 29 30 37 38 45 46 53 54 61 62 69 70 164 TO 179 LZ 1.5 MEMB 158 159 180 181 186 188 258 259 LZ 6.945 MEMB 160 163 182 185 192 198 LZ 7.445 MEMB 161 162 183 184 194 195 MAIN 180 MEMB 1 2 5 TO 8 13 14 21 22 29 30 37 38 45 46 53 54 61 62 69 70 77 - 78 148 TO 151 158 TO 186 188 192 194 195 198 204 TO 209 258 259 RATIO 1 MEMB 1 TO 9 13 TO 17 21 TO 25 29 TO 33 37 TO 41 45 TO 49 53 TO 57 - 61 TO 65 69 TO 73 77 TO 81 85 TO 152 154 155 157 TO 209 258 259 264 TO 269 - 272 TO 277 288 TO 299 STP 1 MEMB 85 TO 147 187 189 TO 191 193 196 197 199 TO 203 210 TO 257 264 - 265 TO 269 272 273 298 299 STP 2 MEMB 1 TO 9 13 TO 17 21 TO 25 29 TO 33 37 TO 41 45 TO 49 53 TO 57 61 - 62 TO 65 69 TO 73 77 TO 81 148 TO 152 154 155 157 TO 186 188 192 194 195 198 - 204 TO 209 258 259 274 TO 277 288 TO 297 TRACK 2 MEMB 1 TO 9 13 TO 17 21 TO 25 29 TO 33 37 TO 41 45 TO 49 53 TO 57 - 61 TO 65 69 TO 73 77 TO 81 85 TO 209 258 259 264 TO 269 272 TO 277 - 288 TO 299 STEEL TAKE OFF ALL LOAD LIST 101 TO 120 CHECK CODE MEMB 1 TO 9 13 TO 17 21 TO 25 29 TO 33 37 TO 41 45 TO 49 - 53 TO 57 61 TO 65 69 TO 73 77 TO 81 85 TO 152 154 155 157 TO 209 258 259 - 264 TO 269 272 TO 277 288 TO 299 PERFORM ANALYSIS FINISH
1) Remove the PERFORM ANALYSIS command which is currently added before the LOAD GENERATION 30 ADD LOAD 1 line in the input file. One PERFORM ANALYSIS command after the load combinations is enough.
2) Add SET NL 100 command before the JOINT COORDINATES line in the input file.
3) You should not use the seismic load case as a predefined load used in the moving load generation.
4) After the analysis, there are some instabilities reported in your model. It seems that some beams (i.e. beams 298, 299, 272, 273) are not correctly connected to the columns (164, 165, 166, 167). There are some more members with the same connectivity issues. You can identify these members by going to Geometry -> Highlight Intersecting Beams. You can fix those connectivity issues by going to Geometry -> Intersect Selected Beams. This needs to be done to all beams except the bracings.
5) To avoid instabilities, use partial moment releases instead of full moment releases at the members. You should change the input file from:
MEMBER RELEASE85 TO 147 189 190 193 196 197 199 TO 203 START MY MZ85 TO 147 189 190 193 196 197 199 TO 203 END MY MZ
to
MEMBER RELEASE85 TO 147 189 190 193 196 197 199 TO 203 START MPY 0.99 MPZ 0.9985 TO 147 189 190 193 196 197 199 TO 203 END MPY 0.99 MPZ 0.99
6) You are using a MEMBER TENSION specification, so loads must be combined using the REPEAT LOAD option instead of LOAD COMB. More details can be found here: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/3441/member-tension-and-combination-load-cases-tn
Thank you so much sir.