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NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.

Erx Bandigan
Offline

Hi, I recently just started using staad and this error message "   NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED." is shown. Can you suggest some solutions?

Thank you! :)

This is the output file.

STAAD SPACE DXF IMPORT OF ERXNEWEST.DXF
START JOB INFORMATION
ENGINEER DATE 21-Feb-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 4 0; 2 4 4 0; 3 8 4 0; 4 12 4 0; 5 16 4 0; 6 0 4 -3; 7 4 4 -3; 8 8 4 -3;
9 12 4 -3; 10 16 4 -3; 11 0 4 -7; 12 4 4 -7; 13 8 4 -7; 14 12 4 -7; 15 16 4 -7;
16 0 4 -10; 17 4 4 -10; 18 8 4 -10; 19 12 4 -10; 20 16 4 -10; 21 4 7 0;
22 8 7 0; 23 12 7 0; 24 4 7 -3; 25 8 7 -3; 26 12 7 -3; 27 0 7 -3; 28 16 7 -3;
29 0 7 -7; 30 4 7 -7; 31 8 7 -7; 32 12 7 -7; 33 16 7 -7; 34 0 7 -10;
35 4 7 -10; 36 8 7 -10; 37 12 7 -10; 38 16 7 -10; 39 0 0 -10; 40 0 0 -7;
41 0 0 -3; 42 0 0 0; 43 4 0 -10; 44 4 0 -7; 45 4 0 -3; 46 4 0 0; 47 8 0 -10;
48 8 0 -7; 49 8 0 -3; 50 8 0 0; 51 12 0 0; 52 12 0 -3; 53 12 0 -7; 54 12 0 -10;
55 16 0 0; 56 16 0 -3; 57 16 0 -7; 58 16 0 -10;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 1 6; 6 2 7; 7 3 8; 8 4 9; 9 5 10; 10 6 7; 11 7 8;
12 8 9; 13 9 10; 14 6 11; 15 7 12; 16 8 13; 17 9 14; 18 10 15; 19 11 12;
20 12 13; 21 13 14; 22 14 15; 23 11 16; 24 12 17; 25 13 18; 26 14 19; 27 15 20;
28 16 17; 29 17 18; 30 18 19; 31 19 20; 32 21 22; 33 22 23; 34 21 24; 35 22 25;
36 23 26; 37 27 24; 38 24 25; 39 25 26; 40 26 28; 41 27 29; 42 24 30; 43 25 31;
44 26 32; 45 28 33; 46 29 30; 47 30 31; 48 31 32; 49 32 33; 50 29 34; 51 30 35;
52 31 36; 53 32 37; 54 33 38; 55 34 35; 56 35 36; 57 36 37; 58 37 38; 59 16 39;
60 34 16; 61 11 40; 62 6 41; 63 1 42; 64 43 17; 65 44 12; 66 45 7; 67 2 46;
68 47 18; 69 48 13; 70 49 8; 71 50 3; 72 51 4; 73 52 9; 74 53 14; 75 54 19;
76 55 5; 77 56 10; 78 15 57; 79 20 58; 80 29 11; 81 6 27; 82 17 35; 83 12 30;
84 7 24; 85 2 21; 86 18 36; 87 13 31; 88 8 25; 89 3 22; 90 19 37; 91 14 32;
92 9 26; 93 4 23; 94 20 38; 95 15 33; 96 10 28;
START GROUP DEFINITION
FLOOR
_2F1 1 2 5 TO 7 10 11 14 TO 16 19 20 24 25 29
_2F2 3 4 7 TO 9 12 13 16 TO 18 21 22 25 TO 27 30 31
_ROOF 32 TO 34 36 37 40 TO 42 44 TO 58
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 58 PRIS YD 0.5 ZD 0.3
59 TO 96 PRIS YD 0.3 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
39 TO 58 PINNED
SLAVE ZX MASTER 13 JOINT 1 TO 12 14 TO 20
SLAVE ZX MASTER 31 JOINT 24 26 TO 30 32 TO 38
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 5 NA 1 NV 1
LOAD 1 LOADTYPE Seismic TITLE EQX
UBC LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic TITLE EQZ
UBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
FLOOR LOAD
_2F1 FLOAD -5 GY
_2F2 FLOAD -5 GY
_ROOF FLOAD -3 GY
MEMBER LOAD
1 TO 31 UNI GY -13
15 16 20 TO 22 24 UNI GY -9.9
LOAD 4 LOADTYPE Live TITLE LL
FLOOR LOAD
_2F1 FLOAD -2.4 GY
_2F2 FLOAD -4.8 GY
LOAD COMB 5 1.2DL + 1.6LL
3 1.2 4 1.6
LOAD COMB 6 1.2DL + 1.0LL + 1EQX+
3 1.2 4 1.0 1 1.0
LOAD COMB 7 1.2DL + 1.0LL + 1EQX-
3 1.2 4 1.0 1 -1.0
LOAD COMB 8 1.2DL + 1.0LL + 1EQZ+
3 1.2 4 1.0 1 1.0
LOAD COMB 9 1.2DL + 1.0LL + 1EQZ-
3 1.2 4 1.0 1 -1.0
SELFWEIGHT 1
FLOOR LOAD
_2F1 FLOAD 5
_2F2 FLOAD 5
_ROOF FLOAD 3
MEMBER LOAD
1 TO 31 UNI GY -13
15 16 20 TO 22 24 UNI GY -9.9
LOAD 1 LOADTYPE DEAD TITLE DL
FLOOR LOAD
_2F1 FLOAD -2.4 GY
_2F2 FLOAD -4.8 GY
PERFORM ANALYSIS
FINISH

Parents
  • 0 Offline

    Hi Erx,

    I have reviewed you model and found missing WEIGHTS in Seismic definition hence this error is displayed and the run is terminated as the program is unable to calculate for the seismic load. I have attached a picture showing the steps you need to follow to solve your problem.

    Answer Verified By: Erx Bandigan 

  • 0 Offline in reply to ARIF AHAMED

    STAAD SPACE
    START JOB INFORMATION
    ENGINEER DATE 09-Apr-20
    END JOB INFORMATION
    INPUT WIDTH 79
    UNIT METER KN
    JOINT COORDINATES
    1 0 0 0; 2 0 0 14; 3 22 0 14; 4 22 0 0; 9 0 -1.5 0; 10 0 -1.5 14;
    11 22 -1.5 14; 12 22 -1.5 0; 14 11 0 0; 15 22 0 7; 19 0 0 7; 21 11 0 14;
    22 11 -1.5 0; 23 22 -1.5 7; 24 0 -1.5 7; 25 11 -1.5 14; 26 0 5.00001 0;
    27 0 5.00001 14; 28 22 5.00001 14; 29 22 5.00001 0; 30 11 5.00001 0;
    31 22 5.00001 7; 32 0 5.00001 7; 33 11 5.00001 14; 34 2.03778 5.00001 4.71849;
    35 3.31423 5.00001 4.37858; 36 3.7486 5.00001 6.516;
    37 2.45417 5.00001 10.6967; 38 2.57483 5.00001 9.2249;
    39 4.35513 5.00001 9.71398; 40 8.99061 5.00001 1.61128;
    41 10.5115 5.00001 1.94734; 42 9.23516 5.00001 3.42606;
    43 20.3706 5.00001 3.6642; 44 21.0223 5.00001 2.4889; 45 22 5.00001 2.8;
    46 1.54853 5.00001 3.40494; 47 2.56831 5.00001 2.07499;
    48 1.66628 5.00001 1.20223; 49 0 5.00001 2.8; 50 0 5.00001 1.4;
    51 19.9631 5.00001 11.5628; 52 19.0668 5.00001 10.2666;
    53 21.0223 5.00001 10.4221; 54 22 5.00001 11.2; 55 20.5878 5.00001 12.7209;
    56 22 5.00001 12.6; 57 20.2076 5.00001 9.38506; 58 22 5.00001 9.8;
    59 18.0077 5.00001 4.19998; 60 15.8891 5.00001 3.42221;
    61 17.5187 5.00001 2.22964; 62 20.6515 5.00001 5.36397;
    63 20.5334 5.00001 7.46662; 64 18.5509 5.00001 7.89866;
    65 17.5188 5.00001 9.22951; 66 16.3842 5.00001 9.04511;
    67 14.1468 5.00001 9.44577; 68 14.3382 5.00001 8.04266;
    69 18.3607 5.00001 1.38276; 70 19.8 5.00001 0; 71 19.9631 5.00001 1.91854;
    72 22 5.00001 1.4; 73 19.0669 5.00001 5.91107; 74 14.8028 5.00001 11.9776;
    75 13.2 5.00001 14; 76 13.1189 5.00001 11.511; 77 14.1864 5.00001 3.23402;
    78 14.9629 5.00001 4.62054; 79 13.4359 5.00001 4.63206;
    80 17.5187 5.00001 11.5628; 81 15.8891 5.00001 10.4221;
    82 17.0571 5.00001 5.66909; 83 9.60621 5.00001 12.3406;
    84 10.267 5.00001 10.111; 85 11.4621 5.00001 11.8739;
    86 7.74449 5.00001 8.77752; 87 9.54328 5.00001 9.19514;
    88 8.14876 5.00001 9.82288; 89 2.36346 5.00001 12.427; 90 0 5.00001 12.6;
    91 1.23484 5.00001 11.5654; 92 2.2 5.00001 14; 93 4.56346 5.00001 12.3752;
    94 4.4 5.00001 14; 95 3.86472 5.00001 8.84196; 96 5.29514 5.00001 8.3768;
    97 3.66701 5.00001 11.511; 98 5.74001 5.00001 11.6894; 99 0 5.00001 9.8;
    100 1.41475 5.00001 8.91862; 101 8.10969 5.00001 5.67353;
    102 8.48382 5.00001 7.17656; 103 6.62774 5.00001 7.09786;
    104 4.88342 5.00001 1.28033; 105 4.64479 5.00001 3.21481;
    106 3.94785 5.00001 1.80716; 107 4.50747 5.00001 4.53262;
    108 5.68886 5.00001 4.53638; 109 15.9073 5.00001 12.5134; 110 0 5.00001 11.2;
    111 8.44441 5.00001 12.8648; 112 6.6 5.00001 14; 113 6.92642 5.00001 12.2542;
    114 14.0666 5.00001 5.81311; 115 13.2002 5.00001 6.99996;
    116 11.8696 5.00001 5.13329; 117 7.29765 5.00001 1.21504;
    118 7.35534 5.00001 3.02623; 119 2.2 5.00001 0; 120 0 5.00001 5.6;
    121 0 5.00001 4.2; 122 12.9893 5.00001 10.0821; 123 11.7792 5.00001 9.09119;
    124 0 5.00001 8.4; 125 1.02646 5.00001 7.23187; 126 5.49011 5.00001 10.2774;
    127 19.094 5.00001 12.3751; 128 22 5.00001 8.4; 129 17.6 5.00001 14;
    130 22 5.00001 4.2; 131 15.8801 5.00001 1.45189; 132 14.7213 5.00001 2.12594;
    133 13.3724 5.00001 1.25345; 134 12.8744 5.00001 2.95555;
    135 12.1955 5.00001 1.63432; 136 11.752 5.00001 3.3454;
    137 10.1738 5.00001 4.07195; 138 8.8 5.00001 0; 139 15.4 5.00001 14;
    140 9.59143 5.00001 7.89413; 141 9.53368 5.00001 5.4444;
    142 10.8014 5.00001 6.03202; 143 7.36032 5.00001 4.31987;
    144 2.49044 5.00001 7.23228; 145 15.5633 5.00001 5.80736;
    146 15.7444 5.00001 7.48384; 147 7.22536 5.00001 10.47; 148 22 5.00001 5.6;
    149 11.0005 5.00001 7.51842; 150 6.30172 5.00001 2.03376;
    151 5.56266 5.00001 6.0045; 152 19.0668 5.00001 3.26666;
    153 17.3867 5.00001 7.35693; 154 19.8 5.00001 14; 155 15.4 5.00001 0;
    156 17.6 5.00001 0; 157 6.60028 5.00001 9.33327; 158 13.2 5.00001 0;
    159 8.55596 5.00001 11.148; 160 4.4 5.00001 0; 161 6.6 5.00001 0;
    162 8.8 5.00001 14;
    MEMBER INCIDENCES
    1 1 19; 3 3 15; 4 1 14; 13 1 9; 14 2 10; 15 3 11; 16 4 12; 18 14 4; 19 15 4;
    23 19 2; 25 2 21; 27 21 3; 31 14 22; 32 15 23; 33 19 24; 34 21 25; 35 1 26;
    36 2 27; 37 3 28; 38 4 29; 39 14 30; 40 15 31; 41 19 32; 42 21 33; 43 26 50;
    44 28 56; 45 26 119; 46 30 158; 47 31 148; 48 32 124; 49 27 92; 50 33 75;
    54 45 72; 58 49 121; 60 50 49; 63 54 58; 65 56 54; 68 58 128; 74 70 29;
    76 72 29; 80 75 139; 87 90 27; 89 92 94; 91 94 112; 95 99 110; 106 110 90;
    108 112 162; 112 119 160; 114 120 32; 115 121 120; 119 124 99; 123 128 31;
    126 129 154; 128 130 45; 138 138 30; 141 139 129; 158 148 130; 174 154 28;
    178 155 156; 179 156 70; 194 158 155; 214 160 161; 215 161 138; 225 162 33;
    ELEMENT INCIDENCES SHELL
    51 34 35 36; 52 37 38 39; 53 40 41 42; 55 43 44 45; 56 35 46 47; 57 48 47 46;
    59 48 46 49; 61 48 50 26; 62 51 52 53; 64 51 53 54; 66 55 56 28; 67 55 51 54;
    69 57 58 53; 70 59 60 61; 71 62 31 63; 72 64 52 65; 73 66 67 68; 75 69 70 71;
    77 71 72 44; 78 70 29 72; 79 43 62 73; 81 74 75 76; 82 77 78 79; 83 65 80 81;
    84 82 60 59; 85 83 84 85; 86 86 87 88; 88 89 90 91; 90 90 92 27; 92 93 94 89;
    93 95 36 96; 94 93 97 98; 96 37 99 100; 97 101 102 103; 98 34 46 35;
    99 104 105 106; 100 107 105 108; 101 88 87 84; 102 109 74 81; 103 62 63 73;
    104 40 30 41; 105 74 76 67; 107 91 110 99; 109 111 112 113; 110 114 115 116;
    111 117 40 118; 113 106 47 119; 116 34 120 121; 117 85 76 75; 118 122 85 123;
    120 100 124 125; 121 126 39 96; 122 127 52 51; 124 57 63 128; 125 68 67 123;
    127 109 80 129; 129 43 130 62; 130 131 60 132; 131 133 134 135; 132 77 60 78;
    133 135 41 30; 134 136 79 116; 135 89 91 37; 136 93 98 112; 137 137 41 136;
    139 117 138 40; 140 122 76 85; 142 74 139 75; 143 140 141 142; 144 143 118 42;
    145 144 100 125; 146 144 38 100; 147 46 121 49; 148 34 125 120;
    149 142 116 115; 150 86 102 140; 151 114 145 146; 152 82 59 73; 153 147 98 126;
    154 83 85 33; 155 136 41 135; 156 40 138 30; 157 63 31 128; 159 62 148 31;
    160 137 116 142; 161 114 116 79; 162 113 112 98; 163 126 97 39; 164 125 32 120;
    165 125 124 32; 166 91 90 110; 167 89 92 90; 168 66 68 146; 169 123 149 115;
    170 150 118 108; 171 107 108 151; 172 59 152 73; 173 64 153 73;
    175 127 154 129; 176 65 52 80; 177 69 71 152; 180 131 155 156; 181 57 52 64;
    182 66 146 153; 183 126 98 97; 184 96 103 157; 185 106 105 47; 186 48 119 47;
    187 53 58 54; 188 57 128 58; 189 44 72 45; 190 71 70 72; 191 62 130 148;
    192 43 45 130; 193 131 61 60; 195 133 158 155; 196 86 140 87; 197 123 84 87;
    198 83 159 84; 199 85 75 33; 200 107 151 36; 201 35 47 105; 202 101 141 102;
    203 86 157 103; 204 82 153 146; 205 114 146 68; 206 140 149 123; 207 123 85 84;
    208 151 103 96; 209 95 144 36; 210 109 139 74; 211 74 67 81; 212 143 42 101;
    213 137 136 116; 216 104 160 161; 217 150 108 105; 218 114 79 78;
    219 136 134 79; 220 100 99 124; 221 37 91 99; 222 59 61 152; 223 78 60 82;
    224 111 113 159; 226 83 33 162; 227 151 96 36; 228 101 103 151;
    229 111 162 112; 230 147 88 159; 231 133 132 134; 232 135 30 158;
    233 127 80 52; 234 55 127 51; 235 117 161 138; 236 40 42 118; 237 37 39 97;
    238 37 100 38; 239 101 42 141; 240 101 151 108; 241 64 73 63; 242 64 65 153;
    243 68 123 115; 244 66 81 67; 245 82 146 145; 246 82 73 153; 247 136 135 134;
    248 137 42 41; 249 131 156 61; 250 131 132 155; 251 127 129 80; 252 55 154 127;
    253 95 38 144; 254 34 36 144; 255 69 156 70; 256 43 152 71; 257 109 129 139;
    258 109 81 80; 259 89 94 92; 260 89 37 97; 261 57 64 63; 262 57 53 52;
    263 48 26 119; 264 48 49 50; 265 104 150 105; 266 106 119 160; 267 147 157 88;
    268 88 84 159; 269 34 121 46; 270 34 144 125; 271 78 82 145; 272 77 132 60;
    273 69 61 156; 274 69 152 61; 275 43 71 44; 276 43 73 152; 277 117 150 161;
    278 117 118 150; 279 114 68 115; 280 114 78 145; 281 140 102 141;
    282 142 115 149; 283 55 28 154; 284 55 54 56; 285 137 141 42; 286 137 142 141;
    287 66 65 81; 288 66 153 65; 289 147 113 98; 290 126 96 157; 291 77 134 132;
    292 77 79 134; 293 122 67 76; 294 122 123 67; 295 93 89 97; 296 93 112 94;
    297 107 35 105; 298 107 36 35; 299 133 155 132; 300 133 135 158;
    301 111 83 162; 302 111 159 83; 303 143 108 118; 304 143 101 108;
    305 147 126 157; 306 147 159 113; 307 104 161 150; 308 104 106 160;
    309 95 39 38; 310 95 96 39; 311 140 123 87; 312 140 142 149; 313 86 103 102;
    314 86 88 157;
    ELEMENT PROPERTY
    51 TO 53 55 TO 57 59 61 62 64 66 67 69 TO 73 75 77 TO 79 81 TO 86 88 90 92 -
    93 TO 94 96 TO 105 107 109 TO 111 113 116 TO 118 120 TO 122 124 125 127 129 -
    130 TO 137 139 140 142 TO 157 159 TO 173 175 TO 177 180 TO 193 195 TO 213 -
    216 TO 224 226 TO 314 THICKNESS 0.12
    DEFINE MATERIAL START
    ISOTROPIC CONCRETE
    E 2.17185e+007
    POISSON 0.17
    DENSITY 23.5616
    ALPHA 1e-005
    DAMP 0.05
    TYPE CONCRETE
    STRENGTH FCU 27579
    END DEFINE MATERIAL
    MEMBER PROPERTY AMERICAN
    1 3 4 18 19 23 25 27 43 TO 50 54 58 60 63 65 68 74 76 80 87 89 91 95 106 108 -
    112 114 115 119 123 126 128 138 141 158 174 178 179 194 214 215 -
    225 PRIS YD 0.3 ZD 0.25
    13 TO 16 31 TO 42 PRIS YD 0.3 ZD 0.3
    CONSTANTS
    MATERIAL CONCRETE ALL
    SUPPORTS
    9 TO 12 22 TO 25 FIXED
    DEFINE 1893 LOAD
    ZONE 0.24 RF 5 I 1 SS 1 ST 1 PX 0.6 PZ 0.6
    LOAD 1 LOADTYPE Seismic TITLE EQX+
    1893 LOAD X 1
    LOAD 2 LOADTYPE Seismic TITLE EQX-
    1893 LOAD X -1
    LOAD 3 LOADTYPE Seismic TITLE EQZ+
    1893 LOAD Z 1
    LOAD 4 LOADTYPE Seismic TITLE EQZ-
    1893 LOAD Z -1
    LOAD 5 LOADTYPE Dead TITLE DL
    SELFWEIGHT Y -1 LIST ALL
    MEMBER LOAD
    1 3 4 18 19 23 25 43 TO 49 54 58 60 63 65 68 74 76 87 89 91 95 106 108 112 -
    114 115 119 123 128 138 158 178 179 194 214 215 225 UNI GY -11.6
    43 TO 50 54 58 60 63 65 68 74 76 80 87 89 91 95 106 108 112 114 115 119 123 -
    126 128 138 141 158 174 178 179 194 214 215 225 UNI GY -5.5
    FLOOR LOAD
    YRANGE 0 0 FLOAD -7.8 GY
    YRANGE 5 5 FLOAD -5.89 GY
    MEMBER LOAD
    27 50 80 126 141 174 UNI GY -13.107
    LOAD 6 LOADTYPE Live REDUCIBLE TITLE LL
    FLOOR LOAD
    YRANGE 0 0 FLOAD -2 GY
    YRANGE 5 5 FLOAD -1 GY
    PERFORM ANALYSIS PRINT ALL
    PERFORM ANALYSIS PRINT ALL
    FINISH STAAD SPACE
    START JOB INFORMATION
    ENGINEER DATE 09-Apr-20
    END JOB INFORMATION
    INPUT WIDTH 79
    UNIT METER KN
    JOINT COORDINATES
    1 0 0 0; 2 0 0 14; 3 22 0 14; 4 22 0 0; 9 0 -1.5 0; 10 0 -1.5 14;
    11 22 -1.5 14; 12 22 -1.5 0; 14 11 0 0; 15 22 0 7; 19 0 0 7; 21 11 0 14;
    22 11 -1.5 0; 23 22 -1.5 7; 24 0 -1.5 7; 25 11 -1.5 14; 26 0 5.00001 0;
    27 0 5.00001 14; 28 22 5.00001 14; 29 22 5.00001 0; 30 11 5.00001 0;
    31 22 5.00001 7; 32 0 5.00001 7; 33 11 5.00001 14; 34 2.03778 5.00001 4.71849;
    35 3.31423 5.00001 437858; 36 3.7486 5.00001 6.516;
    37 2.45417 5.00001 10.6967; 38 2.57483 5.00001 9.2249;
    39 4.35513 5.00001 9.71398; 40 8.99061 5.00001 1.61128;
    41 10.5115 5.00001 1.94734; 42 9.23516 5.00001 3.42606;
    43 20.3706 5.00001 3.6642; 44 21.0223 5.00001 2.4889; 45 22 5.00001 2.8;
    46 1.54853 5.00001 3.40494; 47 2.56831 5.00001 2.07499;
    48 1.66628 5.00001 1.20223; 49 0 5.00001 2.8; 50 0 5.00001 1.4;
    51 19.9631 5.00001 11.5628; 52 19.0668 5.00001 10.2666;
    53 21.0223 5.00001 10.4221; 54 22 5.00001 11.2; 55 20.5878 5.00001 12.7209;
    56 22 5.00001 12.6; 57 20.2076 5.00001 9.38506; 58 22 5.00001 9.8;
    59 18.0077 5.00001 4.19998; 60 15.8891 5.00001 3.42221;
    61 17.5187 5.00001 2.22964; 62 20.6515 5.00001 5.36397;
    63 20.5334 5.00001 7.46662; 64 18.5509 5.00001 7.89866;
    65 17.5188 5.00001 9.22951; 66 16.3842 5.00001 9.04511;
    67 14.1468 5.00001 9.44577; 68 14.3382 5.00001 8.04266;
    69 18.3607 5.00001 1.38276; 70 19.8 5.00001 0; 71 19.9631 5.00001 1.91854;
    72 22 5.00001 1.4; 73 19.0669 500001 5.91107; 74 14.8028 5.00001 11.9776;
    75 13.2 5.00001 14; 76 13.1189 5.00001 11.511; 77 14.1864 5.00001 3.23402;
    78 14.9629 5.00001 4.62054; 79 13.4359 5.00001 4.63206;
    80 17.5187 5.00001 11.5628; 81 15.8891 5.00001 10.4221;
    82 17.0571 5.00001 5.66909; 83 9.60621 5.00001 12.3406;
    84 10.267 5.00001 10.111; 85 11.4621 5.00001 11.8739;
    86 7.74449 5.00001 8.77752; 87 9.54328 5.00001 9.19514;
    88 8.14876 5.00001 9.82288; 89 2.36346 5.00001 12.427; 90 0 5.00001 12.6;
    91 1.23484 5.00001 11.5654; 92 2.2 5.00001 14; 93 4.56346 5.00001 12.3752;
    94 4.4 5.00001 14; 95 3.86472 5.00001 8.84196; 96 529514 5.00001 8.3768;
    97 3.66701 5.00001 11.511; 98 5.74001 5.00001 11.6894; 99 0 5.00001 9.8;
    100 1.41475 5.00001 8.91862; 101 8.10969 5.00001 5.67353;
    102 8.48382 5.00001 7.17656; 103 6.62774 5.00001 7.09786;
    104 4.88342 5.00001 1.28033; 105 4.64479 5.00001 3.21481;
    106 3.94785 5.00001 1.80716; 107 4.50747 5.00001 4.53262;
    108 5.68886 5.00001 4.53638; 109 15.9073 5.00001 12.5134; 110 0 5.00001 11.2;
    111 8.44441 5.00001 12.8648; 112 6.6 5.00001 14; 113 6.92642 5.00001 12.2542;
    114 14.0666 5.00001 5.81311; 115 13.2002 5.00001 6.99996;
    116 11.8696 5.00001 5.13329; 117 7.29765 5.00001 1.21504;
    118 7.35534 5.00001 3.02623; 119 2.2 5.00001 0; 120 0 5.00001 5.6;
    121 0 5.00001 4.2; 122 12.9893 5.00001 10.0821; 123 11.7792 5.00001 9.09119;
    124 0 5.00001 8.4; 125 1.02646 5.00001 7.23187; 126 5.49011 5.00001 10.2774;
    127 19.094 5.00001 12.3751; 128 22 5.00001 8.4; 129 17.6 500001 14;
    130 22 5.00001 4.2; 131 15.8801 5.00001 1.45189; 132 14.7213 5.00001 2.12594;
    133 13.3724 5.00001 1.25345; 134 12.8744 5.00001 2.95555;
    135 12.1955 5.00001 1.63432; 136 11.752 5.00001 3.3454;
    137 10.1738 5.00001 4.07195; 138 8.8 5.00001 0; 139 15.4 5.00001 14;
    140 9.59143 5.00001 7.89413; 141 9.53368 5.00001 5.4444;
    142 10.8014 5.00001 6.03202; 143 7.36032 5.00001 4.31987;
    144 2.49044 5.00001 7.23228; 145 15.5633 5.00001 5.80736;
    146 15.7444 5.00001 7.48384; 147 7.22536 5.00001 10.47; 148 22 5.00001 5.6;
    149 11.0005 5.00001 7.51842; 150 6.30172 5.00001 2.03376;
    151 5.56266 5.00001 6.0045; 152 19.0668 5.00001 3.26666;
    153 17.3867 5.00001 7.35693; 154 19.8 5.00001 14; 155 15.4 5.00001 0;
    156 17.6 5.00001 0; 157 6.60028 5.00001 9.33327; 158 13.2 5.00001 0;
    159 8.55596 5.00001 11.148; 160 4.4 5.00001 0; 161 6.6 5.00001 0;
    162 8.8 5.00001 14;
    MEMBER INCIDENCES
    1 1 19; 3 3 15; 4 1 14; 13 1 9; 14 2 10; 15 3 11; 16 4 12; 18 14 4; 19 15 4;
    23 19 2; 25 2 21; 27 21 3; 31 14 22; 32 15 23; 33 19 24; 34 21 25; 35 1 26;
    36 2 27; 37 3 28; 38 4 29; 39 14 30; 40 15 31; 41 19 32; 42 21 33; 43 26 50;
    44 28 56; 45 26 119; 46 30 158; 47 31 148; 48 32 124; 49 27 92; 50 33 75;
    54 45 72; 58 49 121; 60 50 49; 63 54 58; 65 56 54; 68 58 128; 74 70 29;
    76 72 29; 80 75 139; 87 90 27; 89 92 94; 91 94 112; 95 99 110; 106 110 90;
    108 112 162; 112 119 160; 114 120 32; 115 121 120; 119 124 99; 123 128 31;
    126 129 154; 128 130 45; 138 138 30; 141 139 129; 158 148 130; 174 154 28;
    178 155 156; 179 156 70; 194 158 155; 214 160 161; 215 161 138; 225 162 33;
    ELEMENT INCIDENCES SHELL
    51 34 35 36; 52 37 38 39; 53 40 41 42; 55 43 44 45; 56 35 46 47; 57 48 47 46;
    59 48 46 49; 61 48 50 26; 62 51 52 53; 64 51 53 54; 66 55 56 28; 67 55 51 54;
    69 57 58 53; 70 59 60 61; 71 62 31 63; 72 64 52 65; 73 66 67 68; 75 69 70 71;
    77 71 72 44; 78 70 29 72; 79 43 62 73; 81 74 75 76; 82 77 78 79; 83 65 80 81;
    84 82 60 59; 85 83 84 85; 86 86 87 88; 88 89 90 91; 90 90 92 27; 92 93 94 89;
    93 95 36 96; 94 93 97 98; 96 37 99 100; 97 101 102 103; 98 34 46 35;
    99 104 105 106; 100 107 105 108; 101 88 87 84; 102 109 74 81; 103 62 63 73;
    104 40 30 41; 105 74 76 67; 107 91 110 99; 109 111 112 113; 110 114 115 116;
    111 117 40 118; 113 106 47 119; 116 34 120 121; 117 85 76 75; 118 122 85 123;
    120 100 124 125; 121 126 39 96; 122 127 52 51; 124 57 63 128; 125 68 67 123;
    127 109 80 129; 129 43 130 62; 130 131 60 132; 131 133 134 135; 132 77 60 78;
    133 135 41 30; 134 136 79 116; 135 89 91 37; 136 93 98 112; 137 137 41 136;
    139 117 138 40; 140 122 76 85; 142 74 139 75; 143 140 141 142; 144 143 118 42;
    145 144 100 125; 146 144 38 100; 147 46 121 49; 148 34 125 120;
    149 142 116 115; 150 86 102 140; 151 114 145 146; 152 82 59 73; 153 147 98 126;
    154 83 85 33; 155 136 41 135; 156 40 138 30; 157 63 31 128; 159 62 148 31;
    160 137 116 142; 161 114 116 79; 162 113 112 98; 163 126 97 39; 164 125 32 120;
    165 125 124 32; 166 91 90 110; 167 89 92 90; 168 66 68 146; 169 123 149 115;
    170 150 118 108; 171 107 108 151; 172 59 152 73; 173 64 153 73;
    175 127 154 129; 176 65 52 80; 177 69 71 152; 180 131 155 156; 181 57 52 64;
    182 66 146 153; 183 126 98 97; 184 96 103 157; 185 106 105 47; 186 48 119 47;
    187 53 58 54; 188 57 128 58; 189 44 72 45; 190 71 70 72; 191 62 130 148;
    192 43 45 130; 193 131 61 60; 195 133 158 155; 196 86 140 87; 197 123 84 87;
    198 83 159 84; 199 85 75 33; 200 107 151 36; 201 35 47 105; 202 101 141 102;
    203 86 157 103; 204 82 153 146; 205 114 146 68; 206 140 149 123; 207 123 85 84;
    208 151 103 96; 209 95 144 36; 210 109 139 74; 211 74 67 81; 212 143 42 101;
    213 137 136 116; 216 104 160 161; 217 150 108 105; 218 114 79 78;
    219 136 134 79; 220 100 99 124; 221 37 91 99; 222 59 61 152; 223 78 60 82;
    224 111 113 159; 226 83 33 162; 227 151 96 36; 228 101 103 151;
    229 111 162 112; 230 147 88 159; 231 133 132 134; 232 135 30 158;
    233 127 80 52; 234 55 127 51; 235 117 161 138; 236 40 42 118; 237 37 39 97;
    238 37 100 38; 239 101 42 141; 240 101 151 108; 241 64 73 63; 242 64 65 153;
    243 68 123 115; 244 66 81 67; 245 82 146 145; 246 82 73 153; 247 136 135 134;
    248 137 42 41; 249 131 156 61; 250 131 132 155; 251 127 129 80; 252 55 154 127;
    253 95 38 144; 254 34 36 144; 255 69 156 70; 256 43 152 71; 257 109 129 139;
    258 109 81 80; 259 89 94 92; 260 89 37 97; 261 57 64 63; 262 57 53 52;
    263 48 26 119; 264 48 49 50; 265 104 150 105; 266 106 119 160; 267 147 157 88;
    268 88 84 159; 269 34 121 46; 270 34 144 125; 271 78 82 145; 272 77 132 60;
    273 69 61 156; 274 69 152 61; 275 43 71 44; 276 43 73 152; 277 117 150 161;
    278 117 118 150; 279 114 68 115; 280 114 78 145; 281 140 102 141;
    282 142 115 149; 283 55 28 154; 284 55 54 56; 285 137 141 42; 286 137 142 141;
    287 66 65 81; 288 66 153 65; 289 147 113 98; 290 126 96 157; 291 77 134 132;
    292 77 79 134; 293 122 67 76; 294 122 123 67; 295 93 89 97; 296 93 112 94;
    297 107 35 105; 298 107 36 35; 299 133 155 132; 300 133 135 158;
    301 111 83 162; 302 111 159 83; 303 143 108 118; 304 143 101 108;
    305 147 126 157; 306 147 159 113; 307 104 161 150; 308 104 106 160;
    309 95 39 38; 310 95 96 39; 311 140 123 87; 312 140 142 149; 313 86 103 102;
    314 86 88 157;
    ELEMENT PROPERTY
    51 TO 53 55 TO 57 59 61 62 64 66 67 69 TO 73 75 77 TO 79 81 TO 86 88 90 92 -
    93 TO 94 96 TO 105 107 109 TO 111 113 116 TO 118 120 TO 122 124 125 127 129 -
    130 TO 137 139 140 142 TO 157 159 TO 173 175 TO 177 180 TO 193 195 TO 213 -
    216 TO 224 226 TO 314 THICKNESS 0.12
    DEFINE MATERIAL START
    ISOTROPIC CONCRETE
    E 2.17185e+007
    POISSON 0.17
    DENSITY 23.5616
    ALPHA 1e-005
    DAMP 0.05
    TYPE CONCRETE
    STRENGTH FCU 27579
    END DEFINE MATERIAL
    MEMBER PROPERTY AMERICAN
    1 3 4 18 19 23 25 27 43 TO 50 54 58 60 63 65 68 74 76 80 87 89 91 95 106 108 -
    112 114 115 119 123 126 128 138 141 158 174 178 179 194 214 215 -
    225 PRIS YD 0.3 ZD 0.25
    13 TO 16 31 TO 42 PRIS YD 0.3 ZD 0.3
    CONSTANTS
    MATERIAL CONCRETE ALL
    SUPPORTS
    9 TO 12 22 TO 25 FIXED
    DEFINE 1893 LOAD
    ZONE 0.24 RF 5 I 1 SS 1 ST 1 PX 0.6 PZ 0.6
    SELFWEIGHT 1
    LOAD 1 LOADTYPE Seismic TITLE EQX+
    1893 LOAD X 1
    LOAD 2 LOADTYPE Seismic TITLE EQX-
    1893 LOAD X -1
    LOAD 3 LOADTYPE Seismic TITLE EQZ+
    1893 LOAD Z 1
    LOAD 4 LOADTYPE Seismic TITLE EQZ-
    1893 LOAD Z -1
    LOAD 5 LOADTYPE Dead TITLE DL
    SELFWEIGHT Y -1
    MEMBER LOAD
    1 3 4 18 19 23 25 43 TO 49 54 58 60 63 65 68 74 76 87 89 91 95 106 108 112 -
    114 115 119 123 128 138 158 178 179 194 214 215 225 UNI GY -11.6
    43 TO 50 54 58 60 63 65 68 74 76 80 87 89 91 95 106 108 112 114 115 119 123 -
    126 128 138 141 158 174 178 179 194 214 215 225 UNI GY -5.5
    FLOOR LOAD
    YRANGE 0 0 FLOAD -7.8 GY
    YRANGE 5 5 FLOAD -5.89 GY
    MEMBER LOAD
    27 50 80 126 141 174 UNI GY -13.107
    LOAD 6 LOADTYPE Live REDUCIBLE TITLE LL
    FLOOR LOAD
    YRANGE 0 0 FLOAD -2 GY
    YRANGE 5 5 FLOAD -1 GY
    LOAD COMB 7 Generated Indian Code Genral_Structures 1
    5 1.5 6 1.5
    LOAD COMB 8 Generated Indian Code Genral_Structures 2
    5 1.2 6 1.2
    LOAD COMB 9 Generated Indian Code Genral_Structures 3
    5 1.2 6 1.2 1 1.2
    LOAD COMB 10 Generated Indian Code Genral_Structures 4
    5 1.2 6 1.2 2 1.2
    LOAD COMB 11 Generated Indian Code Genral_Structures 5
    5 1.2 6 1.2 3 1.2
    LOAD COMB 12 Generated Indian Code Genral_Structures 6
    5 1.2 6 1.2 4 1.2
    LOAD COMB 13 Generated Indian Code Genral_Structures 7
    5 1.2 6 1.2 1 -1.2
    LOAD COMB 14 Generated Indian Code Genral_Structures 8
    5 1.2 6 1.2 2 -1.2
    LOAD COMB 15 Generated Indian Code Genral_Structures 9
    5 1.2 6 1.2 3 -1.2
    LOAD COMB 16 Generated Indian Code Genral_Structures 10
    5 1.2 6 1.2 4 -1.2
    LOAD COMB 17 Generated Indian Code Genral_Structures 11
    5 1.5
    LOAD COMB 18 Generated Indian Code Genral_Structures 12
    5 1.5 1 1.5
    LOAD COMB 19 Generated Indian Code Genral_Structures 13
    5 1.5 2 1.5
    LOAD COMB 20 Generated Indian Code Genral_Structures 14
    5 1.5 3 1.5
    LOAD COMB 21 Generated Indian Code Genral_Structures 15
    5 1.5 4 1.5
    LOAD COMB 22 Generated Indian Code Genral_Structures 16
    5 1.5 1 -1.5
    LOAD COMB 23 Generated Indian Code Genral_Structures 17
    5 1.5 2 -1.5
    LOAD COMB 24 Generated Indian Code Genral_Structures 18
    5 1.5 3 -1.5
    LOAD COMB 25 Generated Indian Code Genral_Structures 19
    5 1.5 4 -1.5
    LOAD COMB 26 Generated Indian Code Genral_Structures 20
    5 0.9 1 1.5
    LOAD COMB 27 Generated Indian Code Genral_Structures 21
    5 0.9 2 1.5
    LOAD COMB 28 Generated Indian Code Genral_Structures 22
    5 0.9 3 1.5
    LOAD COMB 29 Generated Indian Code Genral_Structures 23
    5 0.9 4 1.5
    LOAD COMB 30 Generated Indian Code Genral_Structures 24
    5 0.9 1 -1.5
    LOAD COMB 31 Generated Indian Code Genral_Structures 25
    5 0.9 2 -1.5
    LOAD COMB 32 Generated Indian Code Genral_Structures 26
    5 0.9 3 -1.5
    LOAD COMB 33 Generated Indian Code Genral_Structures 27
    5 0.9 4 -1.5
    PERFORM ANALYSIS PRINT ALL
    FINISH

    sir I have the same error

Reply
  • 0 Offline in reply to ARIF AHAMED

    STAAD SPACE
    START JOB INFORMATION
    ENGINEER DATE 09-Apr-20
    END JOB INFORMATION
    INPUT WIDTH 79
    UNIT METER KN
    JOINT COORDINATES
    1 0 0 0; 2 0 0 14; 3 22 0 14; 4 22 0 0; 9 0 -1.5 0; 10 0 -1.5 14;
    11 22 -1.5 14; 12 22 -1.5 0; 14 11 0 0; 15 22 0 7; 19 0 0 7; 21 11 0 14;
    22 11 -1.5 0; 23 22 -1.5 7; 24 0 -1.5 7; 25 11 -1.5 14; 26 0 5.00001 0;
    27 0 5.00001 14; 28 22 5.00001 14; 29 22 5.00001 0; 30 11 5.00001 0;
    31 22 5.00001 7; 32 0 5.00001 7; 33 11 5.00001 14; 34 2.03778 5.00001 4.71849;
    35 3.31423 5.00001 4.37858; 36 3.7486 5.00001 6.516;
    37 2.45417 5.00001 10.6967; 38 2.57483 5.00001 9.2249;
    39 4.35513 5.00001 9.71398; 40 8.99061 5.00001 1.61128;
    41 10.5115 5.00001 1.94734; 42 9.23516 5.00001 3.42606;
    43 20.3706 5.00001 3.6642; 44 21.0223 5.00001 2.4889; 45 22 5.00001 2.8;
    46 1.54853 5.00001 3.40494; 47 2.56831 5.00001 2.07499;
    48 1.66628 5.00001 1.20223; 49 0 5.00001 2.8; 50 0 5.00001 1.4;
    51 19.9631 5.00001 11.5628; 52 19.0668 5.00001 10.2666;
    53 21.0223 5.00001 10.4221; 54 22 5.00001 11.2; 55 20.5878 5.00001 12.7209;
    56 22 5.00001 12.6; 57 20.2076 5.00001 9.38506; 58 22 5.00001 9.8;
    59 18.0077 5.00001 4.19998; 60 15.8891 5.00001 3.42221;
    61 17.5187 5.00001 2.22964; 62 20.6515 5.00001 5.36397;
    63 20.5334 5.00001 7.46662; 64 18.5509 5.00001 7.89866;
    65 17.5188 5.00001 9.22951; 66 16.3842 5.00001 9.04511;
    67 14.1468 5.00001 9.44577; 68 14.3382 5.00001 8.04266;
    69 18.3607 5.00001 1.38276; 70 19.8 5.00001 0; 71 19.9631 5.00001 1.91854;
    72 22 5.00001 1.4; 73 19.0669 5.00001 5.91107; 74 14.8028 5.00001 11.9776;
    75 13.2 5.00001 14; 76 13.1189 5.00001 11.511; 77 14.1864 5.00001 3.23402;
    78 14.9629 5.00001 4.62054; 79 13.4359 5.00001 4.63206;
    80 17.5187 5.00001 11.5628; 81 15.8891 5.00001 10.4221;
    82 17.0571 5.00001 5.66909; 83 9.60621 5.00001 12.3406;
    84 10.267 5.00001 10.111; 85 11.4621 5.00001 11.8739;
    86 7.74449 5.00001 8.77752; 87 9.54328 5.00001 9.19514;
    88 8.14876 5.00001 9.82288; 89 2.36346 5.00001 12.427; 90 0 5.00001 12.6;
    91 1.23484 5.00001 11.5654; 92 2.2 5.00001 14; 93 4.56346 5.00001 12.3752;
    94 4.4 5.00001 14; 95 3.86472 5.00001 8.84196; 96 5.29514 5.00001 8.3768;
    97 3.66701 5.00001 11.511; 98 5.74001 5.00001 11.6894; 99 0 5.00001 9.8;
    100 1.41475 5.00001 8.91862; 101 8.10969 5.00001 5.67353;
    102 8.48382 5.00001 7.17656; 103 6.62774 5.00001 7.09786;
    104 4.88342 5.00001 1.28033; 105 4.64479 5.00001 3.21481;
    106 3.94785 5.00001 1.80716; 107 4.50747 5.00001 4.53262;
    108 5.68886 5.00001 4.53638; 109 15.9073 5.00001 12.5134; 110 0 5.00001 11.2;
    111 8.44441 5.00001 12.8648; 112 6.6 5.00001 14; 113 6.92642 5.00001 12.2542;
    114 14.0666 5.00001 5.81311; 115 13.2002 5.00001 6.99996;
    116 11.8696 5.00001 5.13329; 117 7.29765 5.00001 1.21504;
    118 7.35534 5.00001 3.02623; 119 2.2 5.00001 0; 120 0 5.00001 5.6;
    121 0 5.00001 4.2; 122 12.9893 5.00001 10.0821; 123 11.7792 5.00001 9.09119;
    124 0 5.00001 8.4; 125 1.02646 5.00001 7.23187; 126 5.49011 5.00001 10.2774;
    127 19.094 5.00001 12.3751; 128 22 5.00001 8.4; 129 17.6 5.00001 14;
    130 22 5.00001 4.2; 131 15.8801 5.00001 1.45189; 132 14.7213 5.00001 2.12594;
    133 13.3724 5.00001 1.25345; 134 12.8744 5.00001 2.95555;
    135 12.1955 5.00001 1.63432; 136 11.752 5.00001 3.3454;
    137 10.1738 5.00001 4.07195; 138 8.8 5.00001 0; 139 15.4 5.00001 14;
    140 9.59143 5.00001 7.89413; 141 9.53368 5.00001 5.4444;
    142 10.8014 5.00001 6.03202; 143 7.36032 5.00001 4.31987;
    144 2.49044 5.00001 7.23228; 145 15.5633 5.00001 5.80736;
    146 15.7444 5.00001 7.48384; 147 7.22536 5.00001 10.47; 148 22 5.00001 5.6;
    149 11.0005 5.00001 7.51842; 150 6.30172 5.00001 2.03376;
    151 5.56266 5.00001 6.0045; 152 19.0668 5.00001 3.26666;
    153 17.3867 5.00001 7.35693; 154 19.8 5.00001 14; 155 15.4 5.00001 0;
    156 17.6 5.00001 0; 157 6.60028 5.00001 9.33327; 158 13.2 5.00001 0;
    159 8.55596 5.00001 11.148; 160 4.4 5.00001 0; 161 6.6 5.00001 0;
    162 8.8 5.00001 14;
    MEMBER INCIDENCES
    1 1 19; 3 3 15; 4 1 14; 13 1 9; 14 2 10; 15 3 11; 16 4 12; 18 14 4; 19 15 4;
    23 19 2; 25 2 21; 27 21 3; 31 14 22; 32 15 23; 33 19 24; 34 21 25; 35 1 26;
    36 2 27; 37 3 28; 38 4 29; 39 14 30; 40 15 31; 41 19 32; 42 21 33; 43 26 50;
    44 28 56; 45 26 119; 46 30 158; 47 31 148; 48 32 124; 49 27 92; 50 33 75;
    54 45 72; 58 49 121; 60 50 49; 63 54 58; 65 56 54; 68 58 128; 74 70 29;
    76 72 29; 80 75 139; 87 90 27; 89 92 94; 91 94 112; 95 99 110; 106 110 90;
    108 112 162; 112 119 160; 114 120 32; 115 121 120; 119 124 99; 123 128 31;
    126 129 154; 128 130 45; 138 138 30; 141 139 129; 158 148 130; 174 154 28;
    178 155 156; 179 156 70; 194 158 155; 214 160 161; 215 161 138; 225 162 33;
    ELEMENT INCIDENCES SHELL
    51 34 35 36; 52 37 38 39; 53 40 41 42; 55 43 44 45; 56 35 46 47; 57 48 47 46;
    59 48 46 49; 61 48 50 26; 62 51 52 53; 64 51 53 54; 66 55 56 28; 67 55 51 54;
    69 57 58 53; 70 59 60 61; 71 62 31 63; 72 64 52 65; 73 66 67 68; 75 69 70 71;
    77 71 72 44; 78 70 29 72; 79 43 62 73; 81 74 75 76; 82 77 78 79; 83 65 80 81;
    84 82 60 59; 85 83 84 85; 86 86 87 88; 88 89 90 91; 90 90 92 27; 92 93 94 89;
    93 95 36 96; 94 93 97 98; 96 37 99 100; 97 101 102 103; 98 34 46 35;
    99 104 105 106; 100 107 105 108; 101 88 87 84; 102 109 74 81; 103 62 63 73;
    104 40 30 41; 105 74 76 67; 107 91 110 99; 109 111 112 113; 110 114 115 116;
    111 117 40 118; 113 106 47 119; 116 34 120 121; 117 85 76 75; 118 122 85 123;
    120 100 124 125; 121 126 39 96; 122 127 52 51; 124 57 63 128; 125 68 67 123;
    127 109 80 129; 129 43 130 62; 130 131 60 132; 131 133 134 135; 132 77 60 78;
    133 135 41 30; 134 136 79 116; 135 89 91 37; 136 93 98 112; 137 137 41 136;
    139 117 138 40; 140 122 76 85; 142 74 139 75; 143 140 141 142; 144 143 118 42;
    145 144 100 125; 146 144 38 100; 147 46 121 49; 148 34 125 120;
    149 142 116 115; 150 86 102 140; 151 114 145 146; 152 82 59 73; 153 147 98 126;
    154 83 85 33; 155 136 41 135; 156 40 138 30; 157 63 31 128; 159 62 148 31;
    160 137 116 142; 161 114 116 79; 162 113 112 98; 163 126 97 39; 164 125 32 120;
    165 125 124 32; 166 91 90 110; 167 89 92 90; 168 66 68 146; 169 123 149 115;
    170 150 118 108; 171 107 108 151; 172 59 152 73; 173 64 153 73;
    175 127 154 129; 176 65 52 80; 177 69 71 152; 180 131 155 156; 181 57 52 64;
    182 66 146 153; 183 126 98 97; 184 96 103 157; 185 106 105 47; 186 48 119 47;
    187 53 58 54; 188 57 128 58; 189 44 72 45; 190 71 70 72; 191 62 130 148;
    192 43 45 130; 193 131 61 60; 195 133 158 155; 196 86 140 87; 197 123 84 87;
    198 83 159 84; 199 85 75 33; 200 107 151 36; 201 35 47 105; 202 101 141 102;
    203 86 157 103; 204 82 153 146; 205 114 146 68; 206 140 149 123; 207 123 85 84;
    208 151 103 96; 209 95 144 36; 210 109 139 74; 211 74 67 81; 212 143 42 101;
    213 137 136 116; 216 104 160 161; 217 150 108 105; 218 114 79 78;
    219 136 134 79; 220 100 99 124; 221 37 91 99; 222 59 61 152; 223 78 60 82;
    224 111 113 159; 226 83 33 162; 227 151 96 36; 228 101 103 151;
    229 111 162 112; 230 147 88 159; 231 133 132 134; 232 135 30 158;
    233 127 80 52; 234 55 127 51; 235 117 161 138; 236 40 42 118; 237 37 39 97;
    238 37 100 38; 239 101 42 141; 240 101 151 108; 241 64 73 63; 242 64 65 153;
    243 68 123 115; 244 66 81 67; 245 82 146 145; 246 82 73 153; 247 136 135 134;
    248 137 42 41; 249 131 156 61; 250 131 132 155; 251 127 129 80; 252 55 154 127;
    253 95 38 144; 254 34 36 144; 255 69 156 70; 256 43 152 71; 257 109 129 139;
    258 109 81 80; 259 89 94 92; 260 89 37 97; 261 57 64 63; 262 57 53 52;
    263 48 26 119; 264 48 49 50; 265 104 150 105; 266 106 119 160; 267 147 157 88;
    268 88 84 159; 269 34 121 46; 270 34 144 125; 271 78 82 145; 272 77 132 60;
    273 69 61 156; 274 69 152 61; 275 43 71 44; 276 43 73 152; 277 117 150 161;
    278 117 118 150; 279 114 68 115; 280 114 78 145; 281 140 102 141;
    282 142 115 149; 283 55 28 154; 284 55 54 56; 285 137 141 42; 286 137 142 141;
    287 66 65 81; 288 66 153 65; 289 147 113 98; 290 126 96 157; 291 77 134 132;
    292 77 79 134; 293 122 67 76; 294 122 123 67; 295 93 89 97; 296 93 112 94;
    297 107 35 105; 298 107 36 35; 299 133 155 132; 300 133 135 158;
    301 111 83 162; 302 111 159 83; 303 143 108 118; 304 143 101 108;
    305 147 126 157; 306 147 159 113; 307 104 161 150; 308 104 106 160;
    309 95 39 38; 310 95 96 39; 311 140 123 87; 312 140 142 149; 313 86 103 102;
    314 86 88 157;
    ELEMENT PROPERTY
    51 TO 53 55 TO 57 59 61 62 64 66 67 69 TO 73 75 77 TO 79 81 TO 86 88 90 92 -
    93 TO 94 96 TO 105 107 109 TO 111 113 116 TO 118 120 TO 122 124 125 127 129 -
    130 TO 137 139 140 142 TO 157 159 TO 173 175 TO 177 180 TO 193 195 TO 213 -
    216 TO 224 226 TO 314 THICKNESS 0.12
    DEFINE MATERIAL START
    ISOTROPIC CONCRETE
    E 2.17185e+007
    POISSON 0.17
    DENSITY 23.5616
    ALPHA 1e-005
    DAMP 0.05
    TYPE CONCRETE
    STRENGTH FCU 27579
    END DEFINE MATERIAL
    MEMBER PROPERTY AMERICAN
    1 3 4 18 19 23 25 27 43 TO 50 54 58 60 63 65 68 74 76 80 87 89 91 95 106 108 -
    112 114 115 119 123 126 128 138 141 158 174 178 179 194 214 215 -
    225 PRIS YD 0.3 ZD 0.25
    13 TO 16 31 TO 42 PRIS YD 0.3 ZD 0.3
    CONSTANTS
    MATERIAL CONCRETE ALL
    SUPPORTS
    9 TO 12 22 TO 25 FIXED
    DEFINE 1893 LOAD
    ZONE 0.24 RF 5 I 1 SS 1 ST 1 PX 0.6 PZ 0.6
    LOAD 1 LOADTYPE Seismic TITLE EQX+
    1893 LOAD X 1
    LOAD 2 LOADTYPE Seismic TITLE EQX-
    1893 LOAD X -1
    LOAD 3 LOADTYPE Seismic TITLE EQZ+
    1893 LOAD Z 1
    LOAD 4 LOADTYPE Seismic TITLE EQZ-
    1893 LOAD Z -1
    LOAD 5 LOADTYPE Dead TITLE DL
    SELFWEIGHT Y -1 LIST ALL
    MEMBER LOAD
    1 3 4 18 19 23 25 43 TO 49 54 58 60 63 65 68 74 76 87 89 91 95 106 108 112 -
    114 115 119 123 128 138 158 178 179 194 214 215 225 UNI GY -11.6
    43 TO 50 54 58 60 63 65 68 74 76 80 87 89 91 95 106 108 112 114 115 119 123 -
    126 128 138 141 158 174 178 179 194 214 215 225 UNI GY -5.5
    FLOOR LOAD
    YRANGE 0 0 FLOAD -7.8 GY
    YRANGE 5 5 FLOAD -5.89 GY
    MEMBER LOAD
    27 50 80 126 141 174 UNI GY -13.107
    LOAD 6 LOADTYPE Live REDUCIBLE TITLE LL
    FLOOR LOAD
    YRANGE 0 0 FLOAD -2 GY
    YRANGE 5 5 FLOAD -1 GY
    PERFORM ANALYSIS PRINT ALL
    PERFORM ANALYSIS PRINT ALL
    FINISH STAAD SPACE
    START JOB INFORMATION
    ENGINEER DATE 09-Apr-20
    END JOB INFORMATION
    INPUT WIDTH 79
    UNIT METER KN
    JOINT COORDINATES
    1 0 0 0; 2 0 0 14; 3 22 0 14; 4 22 0 0; 9 0 -1.5 0; 10 0 -1.5 14;
    11 22 -1.5 14; 12 22 -1.5 0; 14 11 0 0; 15 22 0 7; 19 0 0 7; 21 11 0 14;
    22 11 -1.5 0; 23 22 -1.5 7; 24 0 -1.5 7; 25 11 -1.5 14; 26 0 5.00001 0;
    27 0 5.00001 14; 28 22 5.00001 14; 29 22 5.00001 0; 30 11 5.00001 0;
    31 22 5.00001 7; 32 0 5.00001 7; 33 11 5.00001 14; 34 2.03778 5.00001 4.71849;
    35 3.31423 5.00001 437858; 36 3.7486 5.00001 6.516;
    37 2.45417 5.00001 10.6967; 38 2.57483 5.00001 9.2249;
    39 4.35513 5.00001 9.71398; 40 8.99061 5.00001 1.61128;
    41 10.5115 5.00001 1.94734; 42 9.23516 5.00001 3.42606;
    43 20.3706 5.00001 3.6642; 44 21.0223 5.00001 2.4889; 45 22 5.00001 2.8;
    46 1.54853 5.00001 3.40494; 47 2.56831 5.00001 2.07499;
    48 1.66628 5.00001 1.20223; 49 0 5.00001 2.8; 50 0 5.00001 1.4;
    51 19.9631 5.00001 11.5628; 52 19.0668 5.00001 10.2666;
    53 21.0223 5.00001 10.4221; 54 22 5.00001 11.2; 55 20.5878 5.00001 12.7209;
    56 22 5.00001 12.6; 57 20.2076 5.00001 9.38506; 58 22 5.00001 9.8;
    59 18.0077 5.00001 4.19998; 60 15.8891 5.00001 3.42221;
    61 17.5187 5.00001 2.22964; 62 20.6515 5.00001 5.36397;
    63 20.5334 5.00001 7.46662; 64 18.5509 5.00001 7.89866;
    65 17.5188 5.00001 9.22951; 66 16.3842 5.00001 9.04511;
    67 14.1468 5.00001 9.44577; 68 14.3382 5.00001 8.04266;
    69 18.3607 5.00001 1.38276; 70 19.8 5.00001 0; 71 19.9631 5.00001 1.91854;
    72 22 5.00001 1.4; 73 19.0669 500001 5.91107; 74 14.8028 5.00001 11.9776;
    75 13.2 5.00001 14; 76 13.1189 5.00001 11.511; 77 14.1864 5.00001 3.23402;
    78 14.9629 5.00001 4.62054; 79 13.4359 5.00001 4.63206;
    80 17.5187 5.00001 11.5628; 81 15.8891 5.00001 10.4221;
    82 17.0571 5.00001 5.66909; 83 9.60621 5.00001 12.3406;
    84 10.267 5.00001 10.111; 85 11.4621 5.00001 11.8739;
    86 7.74449 5.00001 8.77752; 87 9.54328 5.00001 9.19514;
    88 8.14876 5.00001 9.82288; 89 2.36346 5.00001 12.427; 90 0 5.00001 12.6;
    91 1.23484 5.00001 11.5654; 92 2.2 5.00001 14; 93 4.56346 5.00001 12.3752;
    94 4.4 5.00001 14; 95 3.86472 5.00001 8.84196; 96 529514 5.00001 8.3768;
    97 3.66701 5.00001 11.511; 98 5.74001 5.00001 11.6894; 99 0 5.00001 9.8;
    100 1.41475 5.00001 8.91862; 101 8.10969 5.00001 5.67353;
    102 8.48382 5.00001 7.17656; 103 6.62774 5.00001 7.09786;
    104 4.88342 5.00001 1.28033; 105 4.64479 5.00001 3.21481;
    106 3.94785 5.00001 1.80716; 107 4.50747 5.00001 4.53262;
    108 5.68886 5.00001 4.53638; 109 15.9073 5.00001 12.5134; 110 0 5.00001 11.2;
    111 8.44441 5.00001 12.8648; 112 6.6 5.00001 14; 113 6.92642 5.00001 12.2542;
    114 14.0666 5.00001 5.81311; 115 13.2002 5.00001 6.99996;
    116 11.8696 5.00001 5.13329; 117 7.29765 5.00001 1.21504;
    118 7.35534 5.00001 3.02623; 119 2.2 5.00001 0; 120 0 5.00001 5.6;
    121 0 5.00001 4.2; 122 12.9893 5.00001 10.0821; 123 11.7792 5.00001 9.09119;
    124 0 5.00001 8.4; 125 1.02646 5.00001 7.23187; 126 5.49011 5.00001 10.2774;
    127 19.094 5.00001 12.3751; 128 22 5.00001 8.4; 129 17.6 500001 14;
    130 22 5.00001 4.2; 131 15.8801 5.00001 1.45189; 132 14.7213 5.00001 2.12594;
    133 13.3724 5.00001 1.25345; 134 12.8744 5.00001 2.95555;
    135 12.1955 5.00001 1.63432; 136 11.752 5.00001 3.3454;
    137 10.1738 5.00001 4.07195; 138 8.8 5.00001 0; 139 15.4 5.00001 14;
    140 9.59143 5.00001 7.89413; 141 9.53368 5.00001 5.4444;
    142 10.8014 5.00001 6.03202; 143 7.36032 5.00001 4.31987;
    144 2.49044 5.00001 7.23228; 145 15.5633 5.00001 5.80736;
    146 15.7444 5.00001 7.48384; 147 7.22536 5.00001 10.47; 148 22 5.00001 5.6;
    149 11.0005 5.00001 7.51842; 150 6.30172 5.00001 2.03376;
    151 5.56266 5.00001 6.0045; 152 19.0668 5.00001 3.26666;
    153 17.3867 5.00001 7.35693; 154 19.8 5.00001 14; 155 15.4 5.00001 0;
    156 17.6 5.00001 0; 157 6.60028 5.00001 9.33327; 158 13.2 5.00001 0;
    159 8.55596 5.00001 11.148; 160 4.4 5.00001 0; 161 6.6 5.00001 0;
    162 8.8 5.00001 14;
    MEMBER INCIDENCES
    1 1 19; 3 3 15; 4 1 14; 13 1 9; 14 2 10; 15 3 11; 16 4 12; 18 14 4; 19 15 4;
    23 19 2; 25 2 21; 27 21 3; 31 14 22; 32 15 23; 33 19 24; 34 21 25; 35 1 26;
    36 2 27; 37 3 28; 38 4 29; 39 14 30; 40 15 31; 41 19 32; 42 21 33; 43 26 50;
    44 28 56; 45 26 119; 46 30 158; 47 31 148; 48 32 124; 49 27 92; 50 33 75;
    54 45 72; 58 49 121; 60 50 49; 63 54 58; 65 56 54; 68 58 128; 74 70 29;
    76 72 29; 80 75 139; 87 90 27; 89 92 94; 91 94 112; 95 99 110; 106 110 90;
    108 112 162; 112 119 160; 114 120 32; 115 121 120; 119 124 99; 123 128 31;
    126 129 154; 128 130 45; 138 138 30; 141 139 129; 158 148 130; 174 154 28;
    178 155 156; 179 156 70; 194 158 155; 214 160 161; 215 161 138; 225 162 33;
    ELEMENT INCIDENCES SHELL
    51 34 35 36; 52 37 38 39; 53 40 41 42; 55 43 44 45; 56 35 46 47; 57 48 47 46;
    59 48 46 49; 61 48 50 26; 62 51 52 53; 64 51 53 54; 66 55 56 28; 67 55 51 54;
    69 57 58 53; 70 59 60 61; 71 62 31 63; 72 64 52 65; 73 66 67 68; 75 69 70 71;
    77 71 72 44; 78 70 29 72; 79 43 62 73; 81 74 75 76; 82 77 78 79; 83 65 80 81;
    84 82 60 59; 85 83 84 85; 86 86 87 88; 88 89 90 91; 90 90 92 27; 92 93 94 89;
    93 95 36 96; 94 93 97 98; 96 37 99 100; 97 101 102 103; 98 34 46 35;
    99 104 105 106; 100 107 105 108; 101 88 87 84; 102 109 74 81; 103 62 63 73;
    104 40 30 41; 105 74 76 67; 107 91 110 99; 109 111 112 113; 110 114 115 116;
    111 117 40 118; 113 106 47 119; 116 34 120 121; 117 85 76 75; 118 122 85 123;
    120 100 124 125; 121 126 39 96; 122 127 52 51; 124 57 63 128; 125 68 67 123;
    127 109 80 129; 129 43 130 62; 130 131 60 132; 131 133 134 135; 132 77 60 78;
    133 135 41 30; 134 136 79 116; 135 89 91 37; 136 93 98 112; 137 137 41 136;
    139 117 138 40; 140 122 76 85; 142 74 139 75; 143 140 141 142; 144 143 118 42;
    145 144 100 125; 146 144 38 100; 147 46 121 49; 148 34 125 120;
    149 142 116 115; 150 86 102 140; 151 114 145 146; 152 82 59 73; 153 147 98 126;
    154 83 85 33; 155 136 41 135; 156 40 138 30; 157 63 31 128; 159 62 148 31;
    160 137 116 142; 161 114 116 79; 162 113 112 98; 163 126 97 39; 164 125 32 120;
    165 125 124 32; 166 91 90 110; 167 89 92 90; 168 66 68 146; 169 123 149 115;
    170 150 118 108; 171 107 108 151; 172 59 152 73; 173 64 153 73;
    175 127 154 129; 176 65 52 80; 177 69 71 152; 180 131 155 156; 181 57 52 64;
    182 66 146 153; 183 126 98 97; 184 96 103 157; 185 106 105 47; 186 48 119 47;
    187 53 58 54; 188 57 128 58; 189 44 72 45; 190 71 70 72; 191 62 130 148;
    192 43 45 130; 193 131 61 60; 195 133 158 155; 196 86 140 87; 197 123 84 87;
    198 83 159 84; 199 85 75 33; 200 107 151 36; 201 35 47 105; 202 101 141 102;
    203 86 157 103; 204 82 153 146; 205 114 146 68; 206 140 149 123; 207 123 85 84;
    208 151 103 96; 209 95 144 36; 210 109 139 74; 211 74 67 81; 212 143 42 101;
    213 137 136 116; 216 104 160 161; 217 150 108 105; 218 114 79 78;
    219 136 134 79; 220 100 99 124; 221 37 91 99; 222 59 61 152; 223 78 60 82;
    224 111 113 159; 226 83 33 162; 227 151 96 36; 228 101 103 151;
    229 111 162 112; 230 147 88 159; 231 133 132 134; 232 135 30 158;
    233 127 80 52; 234 55 127 51; 235 117 161 138; 236 40 42 118; 237 37 39 97;
    238 37 100 38; 239 101 42 141; 240 101 151 108; 241 64 73 63; 242 64 65 153;
    243 68 123 115; 244 66 81 67; 245 82 146 145; 246 82 73 153; 247 136 135 134;
    248 137 42 41; 249 131 156 61; 250 131 132 155; 251 127 129 80; 252 55 154 127;
    253 95 38 144; 254 34 36 144; 255 69 156 70; 256 43 152 71; 257 109 129 139;
    258 109 81 80; 259 89 94 92; 260 89 37 97; 261 57 64 63; 262 57 53 52;
    263 48 26 119; 264 48 49 50; 265 104 150 105; 266 106 119 160; 267 147 157 88;
    268 88 84 159; 269 34 121 46; 270 34 144 125; 271 78 82 145; 272 77 132 60;
    273 69 61 156; 274 69 152 61; 275 43 71 44; 276 43 73 152; 277 117 150 161;
    278 117 118 150; 279 114 68 115; 280 114 78 145; 281 140 102 141;
    282 142 115 149; 283 55 28 154; 284 55 54 56; 285 137 141 42; 286 137 142 141;
    287 66 65 81; 288 66 153 65; 289 147 113 98; 290 126 96 157; 291 77 134 132;
    292 77 79 134; 293 122 67 76; 294 122 123 67; 295 93 89 97; 296 93 112 94;
    297 107 35 105; 298 107 36 35; 299 133 155 132; 300 133 135 158;
    301 111 83 162; 302 111 159 83; 303 143 108 118; 304 143 101 108;
    305 147 126 157; 306 147 159 113; 307 104 161 150; 308 104 106 160;
    309 95 39 38; 310 95 96 39; 311 140 123 87; 312 140 142 149; 313 86 103 102;
    314 86 88 157;
    ELEMENT PROPERTY
    51 TO 53 55 TO 57 59 61 62 64 66 67 69 TO 73 75 77 TO 79 81 TO 86 88 90 92 -
    93 TO 94 96 TO 105 107 109 TO 111 113 116 TO 118 120 TO 122 124 125 127 129 -
    130 TO 137 139 140 142 TO 157 159 TO 173 175 TO 177 180 TO 193 195 TO 213 -
    216 TO 224 226 TO 314 THICKNESS 0.12
    DEFINE MATERIAL START
    ISOTROPIC CONCRETE
    E 2.17185e+007
    POISSON 0.17
    DENSITY 23.5616
    ALPHA 1e-005
    DAMP 0.05
    TYPE CONCRETE
    STRENGTH FCU 27579
    END DEFINE MATERIAL
    MEMBER PROPERTY AMERICAN
    1 3 4 18 19 23 25 27 43 TO 50 54 58 60 63 65 68 74 76 80 87 89 91 95 106 108 -
    112 114 115 119 123 126 128 138 141 158 174 178 179 194 214 215 -
    225 PRIS YD 0.3 ZD 0.25
    13 TO 16 31 TO 42 PRIS YD 0.3 ZD 0.3
    CONSTANTS
    MATERIAL CONCRETE ALL
    SUPPORTS
    9 TO 12 22 TO 25 FIXED
    DEFINE 1893 LOAD
    ZONE 0.24 RF 5 I 1 SS 1 ST 1 PX 0.6 PZ 0.6
    SELFWEIGHT 1
    LOAD 1 LOADTYPE Seismic TITLE EQX+
    1893 LOAD X 1
    LOAD 2 LOADTYPE Seismic TITLE EQX-
    1893 LOAD X -1
    LOAD 3 LOADTYPE Seismic TITLE EQZ+
    1893 LOAD Z 1
    LOAD 4 LOADTYPE Seismic TITLE EQZ-
    1893 LOAD Z -1
    LOAD 5 LOADTYPE Dead TITLE DL
    SELFWEIGHT Y -1
    MEMBER LOAD
    1 3 4 18 19 23 25 43 TO 49 54 58 60 63 65 68 74 76 87 89 91 95 106 108 112 -
    114 115 119 123 128 138 158 178 179 194 214 215 225 UNI GY -11.6
    43 TO 50 54 58 60 63 65 68 74 76 80 87 89 91 95 106 108 112 114 115 119 123 -
    126 128 138 141 158 174 178 179 194 214 215 225 UNI GY -5.5
    FLOOR LOAD
    YRANGE 0 0 FLOAD -7.8 GY
    YRANGE 5 5 FLOAD -5.89 GY
    MEMBER LOAD
    27 50 80 126 141 174 UNI GY -13.107
    LOAD 6 LOADTYPE Live REDUCIBLE TITLE LL
    FLOOR LOAD
    YRANGE 0 0 FLOAD -2 GY
    YRANGE 5 5 FLOAD -1 GY
    LOAD COMB 7 Generated Indian Code Genral_Structures 1
    5 1.5 6 1.5
    LOAD COMB 8 Generated Indian Code Genral_Structures 2
    5 1.2 6 1.2
    LOAD COMB 9 Generated Indian Code Genral_Structures 3
    5 1.2 6 1.2 1 1.2
    LOAD COMB 10 Generated Indian Code Genral_Structures 4
    5 1.2 6 1.2 2 1.2
    LOAD COMB 11 Generated Indian Code Genral_Structures 5
    5 1.2 6 1.2 3 1.2
    LOAD COMB 12 Generated Indian Code Genral_Structures 6
    5 1.2 6 1.2 4 1.2
    LOAD COMB 13 Generated Indian Code Genral_Structures 7
    5 1.2 6 1.2 1 -1.2
    LOAD COMB 14 Generated Indian Code Genral_Structures 8
    5 1.2 6 1.2 2 -1.2
    LOAD COMB 15 Generated Indian Code Genral_Structures 9
    5 1.2 6 1.2 3 -1.2
    LOAD COMB 16 Generated Indian Code Genral_Structures 10
    5 1.2 6 1.2 4 -1.2
    LOAD COMB 17 Generated Indian Code Genral_Structures 11
    5 1.5
    LOAD COMB 18 Generated Indian Code Genral_Structures 12
    5 1.5 1 1.5
    LOAD COMB 19 Generated Indian Code Genral_Structures 13
    5 1.5 2 1.5
    LOAD COMB 20 Generated Indian Code Genral_Structures 14
    5 1.5 3 1.5
    LOAD COMB 21 Generated Indian Code Genral_Structures 15
    5 1.5 4 1.5
    LOAD COMB 22 Generated Indian Code Genral_Structures 16
    5 1.5 1 -1.5
    LOAD COMB 23 Generated Indian Code Genral_Structures 17
    5 1.5 2 -1.5
    LOAD COMB 24 Generated Indian Code Genral_Structures 18
    5 1.5 3 -1.5
    LOAD COMB 25 Generated Indian Code Genral_Structures 19
    5 1.5 4 -1.5
    LOAD COMB 26 Generated Indian Code Genral_Structures 20
    5 0.9 1 1.5
    LOAD COMB 27 Generated Indian Code Genral_Structures 21
    5 0.9 2 1.5
    LOAD COMB 28 Generated Indian Code Genral_Structures 22
    5 0.9 3 1.5
    LOAD COMB 29 Generated Indian Code Genral_Structures 23
    5 0.9 4 1.5
    LOAD COMB 30 Generated Indian Code Genral_Structures 24
    5 0.9 1 -1.5
    LOAD COMB 31 Generated Indian Code Genral_Structures 25
    5 0.9 2 -1.5
    LOAD COMB 32 Generated Indian Code Genral_Structures 26
    5 0.9 3 -1.5
    LOAD COMB 33 Generated Indian Code Genral_Structures 27
    5 0.9 4 -1.5
    PERFORM ANALYSIS PRINT ALL
    FINISH

    sir I have the same error

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