• State Verified Answer
  • +2 person also asked this people also asked this
  • Replies 13 replies
  • Answers 2 answers
  • Subscribers 114 subscribers
  • Views 34667 views
  • Users 0 members are here

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

  • 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

  • 0 Offline in reply to Sulaiman Ade

    I did both on the same project G+5 and i get different result

    1.Slap,Beam and column

    2.Beam and column by adding dead load on the floor -5kn/m2

  • 0 Offline in reply to Sye

    Hello Sir, To design Beam and column once or beam,column and slap one, which is better.

  • 0 Offline in reply to konathala kiran

    You can use the editor ( input command file ) to move the commands. The DM represents damping. 5% damping should be entered as 0.05. Please refer to the help documentation for details. You may choose to add your dead load (other than selfweight) plus a certain percentage of live load as recommended by your local building code.



  • 0 Offline in reply to Sye

    Dear Sir,

    how can you move the seismic loads to first ? & what is DM Paramater and how to modify that  value ? 

    what type of extra loads may be add in seismic definition ?

Communities
Support and Services
Training and Learning
Social Media