ERROR IN SUPPORT INPUT OR THERE IS NO SUPPORT INPUT.

ANALYSIS WILL NOT BE PERFORMED. DATA-CHECK MODE ENTERED.
Please help me to run this file.Here I attach my std file.

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 16-Jun-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 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 INCIDENCES
1 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 START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
8 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 TUB25252.6
18 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 TUB32322.6
20 24 31 51 55 62 106 110 116 136 140 146 190 194 200 221 225 -
231 TABLE ST TUB49492.9
23 54 109 139 193 224 TABLE ST TUB50252.9
9 TO 16 40 TO 47 95 TO 102 125 TO 132 179 TO 186 209 TO 217 238 TO 241 -
242 TABLE ST TUB72724.8
1 TO 7 33 TO 39 87 TO 93 118 TO 124 171 TO 177 202 TO 208 233 -
235 TABLE ST TUB145824.8
25 28 56 59 64 76 111 141 148 160 195 226 TABLE ST TUB122613.6
243 TO 251 TABLE ST ISMB400
CONSTANTS
MATERIAL STEEL MEMB 1 TO 64 76 87 TO 148 160 171 TO 233 235 TO 251
MEMBER TRUSS
1 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 242
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
10 TO 16 41 TO 47 96 TO 102 126 TO 132 180 TO 186 210 TO 217 238 TO 241 -
242 UNI GY -6.3
9 40 95 125 179 209 UNI GY -3.15
LOAD 2 LOADTYPE Live TITLE LL
MEMBER LOAD
10 TO 16 41 TO 47 96 TO 102 126 TO 132 180 TO 186 210 TO 217 238 TO 241 -
242 UNI GY -3.15
9 40 95 125 179 209 UNI GY -1.57
PERFORM ANALYSIS PRINT ALL
FINISH