ANALYSIS WILL NOT BE PERFORMED. DATA-CHECK MODE ENTERED.Please help me to run this file.Here I attach my std file.
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 16-Jun-19END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 9.1 0; 2 0.984 9.1 0; 3 1.968 9.1 0; 4 3.545 9.1 0; 5 5.122 9.1 0;6 5.882 9.1 0; 7 6.699 9.1 0; 8 8.276 9.1 0; 9 11.764 9.1 0;10 11.766 12.922 0; 11 11.766 9.1 0; 12 0.846462 9.37496 0; 13 1.693 9.64992 0;14 3.05011 10.0908 0; 15 4.40731 10.5316 0; 16 5.7645 10.9725 0;17 7.12169 11.4134 0; 18 8.47888 11.8542 0; 19 9.83607 12.2951 0;20 9.439 10.359 0; 21 10.6024 11.6477 0; 22 23.532 9.1 0; 23 22.548 9.1 0;24 21.564 9.1 0; 25 19.987 9.1 0; 26 18.41 9.1 0; 27 17.646 9.1 0;28 16.833 9.1 0; 29 15.256 9.1 0; 30 22.6855 9.37496 0; 31 21.839 9.64992 0;32 20.4819 10.0908 0; 33 19.1247 10.5316 0; 34 17.7675 10.9725 0;35 16.4103 11.4134 0; 36 15.0531 11.8542 0; 37 13.6959 12.2951 0;38 14.093 10.359 0; 39 12.9296 11.6477 0; 40 0 9.1 5.973;41 11.766 12.922 5.973; 42 0.846462 9.37496 5.973; 43 1.693 9.64992 5.973;44 3.05011 10.0908 5.973; 45 4.40731 10.5316 5.973; 46 5.7645 10.9725 5.973;47 7.12169 11.4134 5.973; 48 8.47888 11.8542 5.973; 49 9.83607 12.2951 5.973;50 9.439 10.359 5.973; 51 10.602 11.648 5.973; 52 23.532 9.1 5.973;53 22.6855 9.37496 5.973; 54 21.839 9.64992 5.973; 55 20.4819 10.0908 5.973;56 19.1247 10.5316 5.973; 57 17.7675 10.9725 5.973; 58 16.4103 11.4134 5.973;59 15.0531 11.8542 5.973; 60 13.6959 12.2951 5.973; 61 14.093 10.359 5.973;62 12.93 11.648 5.973; 63 0.984 9.1 5.973; 64 1.968 9.1 5.973;65 3.545 9.1 5.973; 66 5.122 9.1 5.973; 67 6.699 9.1 5.973; 68 8.276 9.1 5.973;69 11.766 9.1 5.973; 70 22.548 9.1 5.973; 71 21.564 9.1 5.973;72 19.987 9.1 5.973; 73 18.41 9.1 5.973; 74 16.833 9.1 5.973;75 15.256 9.1 5.973; 76 0 9.1 11.946; 77 11.766 12.922 11.946;78 0.846462 9.37496 11.946; 79 1.693 9.64992 11.946; 80 3.05011 10.0908 11.946;81 4.40731 10.5316 11.946; 82 5.7645 10.9725 11.946; 83 7.12169 11.4134 11.946;84 8.47888 11.8542 11.946; 85 9.83607 12.2951 11.946; 86 9.439 10.359 11.946;87 10.602 11.648 11.946; 88 23.532 9.1 11.946; 89 22.6855 9.37496 11.946;90 21.839 9.64992 11.946; 91 20.4819 10.0908 11.946; 92 19.1247 10.5316 11.946;93 17.7675 10.9725 11.946; 94 16.4103 11.4134 11.946;95 15.0531 11.8542 11.946; 96 13.6959 12.2951 11.946; 97 14.093 10.359 11.946;98 12.93 11.648 11.946; 99 0.984 9.1 11.946; 100 1.968 9.1 11.946;101 3.545 9.1 11.946; 102 5.122 9.1 11.946; 103 6.699 9.1 11.946;104 8.276 9.1 11.946; 105 11.766 9.1 11.946; 106 22.548 9.1 11.946;107 21.564 9.1 11.946; 108 19.987 9.1 11.946; 109 18.41 9.1 11.946;110 16.833 9.1 11.946; 111 15.256 9.1 11.946; 112 0 -9.1 0; 113 23.53 -9.1 0;114 0 -9.1 11.94; 115 23.53 -9.1 11.94; 116 0 -9.1 5.97; 117 23.53 -9.1 5.97;118 5.882 -9.1 0; 119 11.765 -9.1 0; 120 17.647 -9.1 0; 121 5.882 9.1 0;122 11.765 9.1 0; 123 17.647 9.1 0;MEMBER INCIDENCES1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 7 8; 7 8 9; 8 10 11; 9 1 12; 10 12 13;11 13 14; 12 14 15; 13 15 16; 14 16 17; 15 17 18; 16 18 19; 17 12 2; 18 2 13;19 14 4; 20 4 15; 21 15 5; 22 16 7; 23 7 17; 24 17 8; 25 10 21; 26 18 20;27 20 19; 28 21 8; 29 19 21; 30 13 4; 31 15 7; 32 17 20; 33 22 23; 34 23 24;35 24 25; 36 25 26; 37 26 27; 38 28 29; 39 29 11; 40 22 30; 41 30 31; 42 31 32;43 32 33; 44 33 34; 45 34 35; 46 35 36; 47 36 37; 48 30 23; 49 23 31; 50 32 25;51 25 33; 52 33 26; 53 34 28; 54 28 35; 55 35 29; 56 10 39; 57 36 38; 58 38 37;59 39 29; 60 37 39; 61 31 25; 62 33 28; 63 35 38; 64 1 40; 76 22 52; 87 40 63;88 63 64; 89 64 65; 90 65 66; 91 66 67; 92 67 68; 93 68 69; 94 41 69; 95 40 42;96 42 43; 97 43 44; 98 44 45; 99 45 46; 100 46 47; 101 47 48; 102 48 49;103 42 63; 104 63 43; 105 44 65; 106 65 45; 107 45 66; 108 46 67; 109 67 47;110 47 68; 111 41 68; 112 48 50; 113 50 49; 114 49 51; 115 43 65; 116 45 67;117 47 50; 118 52 70; 119 70 71; 120 71 72; 121 72 73; 122 73 74; 123 74 75;124 75 69; 125 52 53; 126 53 54; 127 54 55; 128 55 56; 129 56 57; 130 57 58;131 58 59; 132 59 60; 133 53 70; 134 70 54; 135 55 72; 136 72 56; 137 56 73;138 57 74; 139 74 58; 140 58 75; 141 41 75; 142 59 61; 143 61 60; 144 60 62;145 54 72; 146 56 74; 147 58 61; 148 40 76; 160 52 88; 171 76 99; 172 99 100;173 100 101; 174 101 102; 175 102 103; 176 103 104; 177 104 105; 178 77 105;179 76 78; 180 78 79; 181 79 80; 182 80 81; 183 81 82; 184 82 83; 185 83 84;186 84 85; 187 78 99; 188 99 79; 189 80 101; 190 101 81; 191 81 102;192 82 103; 193 103 83; 194 83 104; 195 77 104; 196 84 86; 197 86 85;198 85 87; 199 79 101; 200 81 103; 201 83 86; 202 88 106; 203 106 107;204 107 108; 205 108 109; 206 109 110; 207 110 111; 208 111 105; 209 88 89;210 89 90; 211 90 91; 212 91 92; 213 92 93; 214 93 94; 215 94 95; 216 95 96;217 96 77; 218 89 106; 219 106 90; 220 91 108; 221 108 92; 222 92 109;223 93 110; 224 110 94; 225 94 111; 226 77 111; 227 95 97; 228 97 96;229 96 98; 230 90 108; 231 92 110; 232 94 97; 233 6 7; 234 9 11; 235 27 28;236 13 3; 237 31 24; 238 19 10; 239 10 37; 240 77 85; 241 49 41; 242 41 60;243 1 112; 244 76 114; 245 40 116; 246 88 115; 247 22 113; 248 52 117;249 6 118; 250 11 119; 251 27 120;DEFINE MATERIAL STARTISOTROPIC STEELE 2.05e+008POISSON 0.3DENSITY 76.8195ALPHA 1.2e-005DAMP 0.03TYPE STEELSTRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2END DEFINE MATERIALMEMBER PROPERTY INDIAN8 17 19 21 22 26 29 48 50 52 53 57 60 94 103 105 107 108 112 114 133 135 137 -138 142 144 178 187 189 191 192 196 198 218 220 222 223 227 229 236 -237 TABLE ST TUB25252.618 27 30 32 49 58 61 63 104 113 115 117 134 143 145 147 188 197 199 201 219 -228 230 232 TABLE ST TUB32322.620 24 31 51 55 62 106 110 116 136 140 146 190 194 200 221 225 -231 TABLE ST TUB49492.923 54 109 139 193 224 TABLE ST TUB50252.99 TO 16 40 TO 47 95 TO 102 125 TO 132 179 TO 186 209 TO 217 238 TO 241 -242 TABLE ST TUB72724.81 TO 7 33 TO 39 87 TO 93 118 TO 124 171 TO 177 202 TO 208 233 -235 TABLE ST TUB145824.825 28 56 59 64 76 111 141 148 160 195 226 TABLE ST TUB122613.6243 TO 251 TABLE ST ISMB400CONSTANTSMATERIAL STEEL MEMB 1 TO 64 76 87 TO 148 160 171 TO 233 235 TO 251MEMBER TRUSS1 TO 16 18 TO 48 50 TO 63 87 TO 102 104 TO 133 135 TO 147 171 TO 186 -188 TO 218 220 TO 233 235 TO 242LOAD 1 LOADTYPE Dead TITLE DLSELFWEIGHT Y -1 MEMBER LOAD10 TO 16 41 TO 47 96 TO 102 126 TO 132 180 TO 186 210 TO 217 238 TO 241 -242 UNI GY -6.39 40 95 125 179 209 UNI GY -3.15LOAD 2 LOADTYPE Live TITLE LLMEMBER LOAD10 TO 16 41 TO 47 96 TO 102 126 TO 132 180 TO 186 210 TO 217 238 TO 241 -242 UNI GY -3.159 40 95 125 179 209 UNI GY -1.57PERFORM ANALYSIS PRINT ALLFINISH
There is no support provided in the file. Please provide some support to your structure before analyzing.