STAAD SPACE DXF IMPORT OF STAAD.DXF
START JOB INFORMATION
ENGINEER DATE 14-Oct-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT INCHES KN
JOINT COORDINATES
5 6.821e-013 0 543; 6 141 0 543; 7 2.274e-013 0 -2.274e-013;
8 153 0 -3.411e-013; 11 411 0 55.5; 17 219 0 55.5; 18 219 0 208.5;
19 411 0 208.5; 20 2.274e-013 0 208.5; 27 411 0 381.5; 28 6.821e-013 0 381.5;
30 411 0 540; 31 270 0 540; 34 141 108 489; 35 270 108 489; 36 141 108 570;
38 6.821e-013 108 543; 39 141 108 543; 40 2.274e-013 108 -2.274e-013;
41 153 108 -3.411e-013; 44 411 108 55.5; 45 98.9981 108 381.5;
46 98.9981 108 208.5; 47 153 108 55.5; 49 153 108 208.5; 50 219 108 55.5;
51 219 108 208.5; 52 411 108 208.5; 53 2.274e-013 108 208.5; 54 219 108 135;
55 153 108 135; 56 339 108 381.5; 57 339 108 208.5; 58 411 108 305;
59 339 108 305; 60 411 108 381.5; 61 6.821e-013 108 381.5; 62 141 108 381.5;
63 411 108 540; 64 270 108 540; 65 270 108 381.5; 66 270 108 570;
67 141 246 489; 68 270 246 489; 69 141 246 570; 70 411 246 570;
71 6.821e-013 246 543; 72 141 246 543; 73 2.274e-013 246 -2.274e-013;
74 153 246 -3.411e-013; 75 6.821e-013 246 574.5; 77 411 246 55.5;
78 98.9981 246 381.5; 79 98.9981 246 208.5; 80 153 246 55.5; 82 153 246 208.5;
83 219 246 55.5; 84 219 246 208.5; 85 411 246 208.5; 86 2.274e-013 246 208.5;
87 219 246 135; 88 153 246 135; 89 339 246 381.5; 90 339 246 208.5;
91 411 246 305; 92 339 246 305; 93 411 246 381.5; 94 6.821e-013 246 381.5;
95 141 246 381.5; 96 411 246 540; 97 270 246 540; 98 270 246 381.5;
99 270 246 570; 100 141 384 489; 101 270 384 489; 102 141 384 570;
103 411 384 570; 104 6.821e-013 384 543; 105 141 384 543;
106 2.274e-013 384 -2.274e-013; 107 153 384 -3.411e-013;
108 6.821e-013 384 574.5; 110 411 384 55.5; 111 98.9981 384 381.5;
112 98.9981 384 208.5; 113 153 384 55.5; 115 153 384 208.5; 116 219 384 55.5;
117 219 384 208.5; 118 411 384 208.5; 119 2.274e-013 384 208.5;
120 219 384 135; 121 153 384 135; 122 339 384 381.5; 123 339 384 208.5;
124 411 384 305; 125 339 384 305; 126 411 384 381.5; 127 6.821e-013 384 381.5;
128 141 384 381.5; 129 411 384 540; 130 270 384 540; 131 270 384 381.5;
132 270 384 570; 133 141 522 489; 134 270 522 489; 135 141 522 570;
136 411 522 570; 137 6.821e-013 522 543; 138 141 522 543;
139 2.274e-013 522 -2.274e-013; 140 153 522 -3.411e-013;
141 6.821e-013 522 574.5; 143 411 522 55.5; 144 98.9981 522 381.5;
145 98.9981 522 208.5; 146 153 522 55.5; 148 153 522 208.5; 149 219 522 55.5;
150 219 522 208.5; 151 411 522 208.5; 152 2.274e-013 522 208.5;
153 219 522 135; 154 153 522 135; 155 339 522 381.5; 156 339 522 208.5;
157 411 522 305; 158 339 522 305; 159 411 522 381.5; 160 6.821e-013 522 381.5;
161 141 522 381.5; 162 411 522 540; 163 270 522 540; 164 270 522 381.5;
165 270 522 570; 166 219 0 381.5; 167 219 108 381.5; 168 219 246 381.5;
169 219 384 381.5; 170 219 522 381.5; 171 6.821e-013 522 570;
MEMBER INCIDENCES
44 34 35; 45 36 66; 46 38 39; 47 40 41; 50 46 45; 51 47 50; 52 41 47; 53 50 54;
54 57 52; 55 55 54; 56 59 56; 57 59 58; 58 56 60; 59 62 34; 60 64 63; 61 65 35;
63 40 53; 64 53 61; 65 61 38; 66 44 52; 67 52 58; 68 58 60; 69 60 63; 70 50 44;
71 55 49; 72 47 55; 73 54 51; 74 53 46; 75 46 49; 76 49 51; 77 51 57; 78 57 59;
79 61 45; 80 45 62; 81 167 65; 82 65 56; 83 39 36; 84 34 39; 85 64 66;
86 35 64; 87 67 68; 88 69 99; 89 71 72; 90 73 74; 91 71 75; 92 96 70; 93 79 78;
94 80 83; 95 74 80; 96 83 87; 97 90 85; 98 88 87; 99 92 89; 100 92 91;
101 89 93; 102 95 67; 103 97 96; 104 98 68; 105 99 70; 106 73 86; 107 86 94;
108 94 71; 109 77 85; 110 85 91; 111 91 93; 112 93 96; 113 83 77; 114 88 82;
115 80 88; 116 87 84; 117 86 79; 118 79 82; 119 82 84; 120 84 90; 121 90 92;
122 94 78; 123 78 95; 124 168 98; 125 98 89; 126 72 69; 127 67 72; 128 97 99;
129 68 97; 130 100 101; 131 102 132; 132 104 105; 133 106 107; 134 104 108;
135 129 103; 136 112 111; 137 113 116; 138 107 113; 139 116 120; 140 123 118;
141 121 120; 142 125 122; 143 125 124; 144 122 126; 145 128 100; 146 130 129;
147 131 101; 148 132 103; 149 106 119; 150 119 127; 151 127 104; 152 110 118;
153 118 124; 154 124 126; 155 126 129; 156 116 110; 157 121 115; 158 113 121;
159 120 117; 160 119 112; 161 112 115; 162 115 117; 163 117 123; 164 123 125;
165 127 111; 166 111 128; 167 169 131; 168 131 122; 169 105 102; 170 100 105;
171 130 132; 172 101 130; 173 133 134; 174 135 165; 175 137 138; 176 139 140;
177 171 141; 178 162 136; 179 145 144; 180 146 149; 181 140 146; 182 149 153;
183 156 151; 184 154 153; 185 158 155; 186 158 157; 187 155 159; 188 161 133;
189 163 162; 190 164 134; 192 139 152; 193 152 160; 194 160 137; 195 143 151;
196 151 157; 197 157 159; 198 159 162; 199 149 143; 200 154 148; 201 146 154;
202 153 150; 203 152 145; 204 145 148; 205 148 150; 206 150 156; 207 156 158;
208 160 144; 209 144 161; 210 170 164; 211 164 155; 212 138 135; 213 133 138;
214 163 165; 215 134 163; 218 62 167; 220 95 168; 222 128 169; 223 117 169;
224 161 170; 225 150 170; 226 5 38; 227 38 71; 228 71 104; 229 104 137;
230 6 39; 231 39 72; 232 72 105; 233 105 138; 234 7 40; 236 40 73; 238 73 106;
240 106 139; 242 8 41; 244 41 74; 246 74 107; 248 107 140; 250 11 44;
251 44 77; 252 77 110; 253 110 143; 254 17 50; 255 50 83; 256 83 116;
257 116 149; 258 18 51; 259 51 84; 260 84 117; 261 117 150; 262 19 52;
263 52 85; 264 85 118; 265 118 151; 266 20 53; 267 53 86; 268 86 119;
269 119 152; 270 27 60; 271 60 93; 272 93 126; 273 126 159; 274 28 61;
275 61 94; 276 94 127; 277 127 160; 278 30 63; 279 63 96; 280 96 129;
281 129 162; 282 31 64; 283 64 97; 284 97 130; 285 130 163; 286 166 167;
287 167 168; 288 168 169; 289 169 170; 290 137 171; 291 171 135;
START GROUP DEFINITION
MEMBER
_OUTER_WALL 87 90 TO 95 103 106 107 109 TO 113 117 118 122 123 126 129 130 -
132 TO 138 146 149 TO 156 160 161 165 166 170 172
_INNER_WALL 96 TO 102 104 114 TO 116 120 121 124 125 139 TO 145 147 -
157 TO 159 163 164 167 168 220 222 223
_PARAPET 174 176 178 180 181 183 186 189 192 194 TO 199 207 214 290 291
_RAILING 88 89 105 126 131 148
_HEAD_ROOM 179 193 203 208
_CHHAJJA_LOAD 89 189
_GROUND_FLOOR_W 44 46 47 50 TO 61 63 TO 82 84 86 218
FLOOR
_TWOWAY_SLAB 87 TO 90 93 TO 104 106 108 109 111 TO 133 136 TO 147 149 151 -
152 154 TO 172 220 222 223
_ONEWAY_SLAB 92 103 105 128 135 146 148 171
_STAIR_SLAB 93 107 117 122 136 150 160 165
_TWOWAY_SL_ROOF 173 TO 176 179 TO 190 192 194 195 197 TO 215 224 225
_ONEWAY_SL_ROOF 175 212 290 291
_STAIR_SL_ROOF 179 193 203 208
_HEADROOM_SLAB 179 193 203 208
_SUNK_LOAD 89 94 96 98 TO 102 108 111 114 TO 116 119 122 123 127 132 137 139 -
141 TO 145 151 154 157 TO 159 162 165 166 170 173 TO 175 180 182 184 TO 188 -
194 197 200 TO 202 205 208 209 212 TO 215
END GROUP DEFINITION
UNIT METER KN
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
234 236 238 240 274 TO 277 286 TO 289 PRIS YD 0.23 ZD 0.45
242 244 246 248 250 TO 273 278 TO 285 PRIS YD 0.45 ZD 0.23
226 TO 233 PRIS YD 0.3 ZD 0.3
44 TO 47 50 TO 61 63 TO 86 218 PRIS YD 0.23 ZD 0.23
87 TO 190 192 TO 215 220 222 TO 225 290 291 PRIS YD 0.4 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
5 TO 8 11 17 TO 20 27 28 30 31 166 FIXED
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
MEMBER LOAD
87 90 TO 95 103 106 107 109 TO 113 117 118 122 123 126 129 130 132 TO 138 -
146 149 TO 156 160 161 165 166 170 172 UNI GY -16.67
96 TO 102 104 114 TO 116 120 121 124 125 139 TO 145 147 157 TO 159 163 164 -
167 168 220 222 223 UNI GY -9.31
174 176 178 180 181 183 186 189 192 194 TO 199 207 214 290 291 UNI GY -5.6
88 89 105 126 131 148 UNI GY -2
89 189 UNI GY -3.6
179 193 203 208 UNI GY -12.77
44 46 47 50 TO 61 63 TO 82 84 86 218 UNI GY -3
FLOOR LOAD
_TWOWAY_SLAB FLOAD -3.125 GY
_TWOWAY_SLAB FLOAD -1.7 GY
ONEWAY LOAD
_ONEWAY_SLAB ONE -3.125 GY
_ONEWAY_SLAB ONE -1.7 GY
_STAIR_SLAB ONE -3.9 GY TOWARDS 165
_STAIR_SLAB ONE -1.9 GY TOWARDS 165
FLOOR LOAD
_TWOWAY_SL_ROOF FLOAD -3.125 GY
_TWOWAY_SL_ROOF FLOAD -1.7 GY
ONEWAY LOAD
_ONEWAY_SL_ROOF ONE -3.125 GY
_ONEWAY_SL_ROOF ONE -1.7 GY
_STAIR_SL_ROOF ONE -1.95 GY TOWARDS 208
_STAIR_SL_ROOF ONE -0.95 GY TOWARDS 208
FLOOR LOAD
_HEADROOM_SLAB FLOAD -3 GY
_SUNK_LOAD FLOAD -2 GY
MEMBER LOAD
164 223 CON GY -10 2.39 0.115
136 223 CON GY -5 3.15 0.115
LOAD R2 LOADTYPE Live  TITLE LL
FLOOR LOAD
_TWOWAY_SLAB FLOAD -2 GY
ONEWAY LOAD
_ONEWAY_SLAB ONE -2 GY
_STAIR_SLAB ONE -3.4 GY TOWARDS 165
ONEWAY LOAD
_STAIR_SL_ROOF ONE -1.7 GY TOWARDS 208
LOAD R3 LOADTYPE Roof Live  TITLE LL ROOF
FLOOR LOAD
_TWOWAY_SL_ROOF FLOAD -2 GY
ONEWAY LOAD
_ONEWAY_SL_ROOF ONE -2 GY
FLOOR LOAD
_HEADROOM_SLAB FLOAD -1 GY
LOAD R4 LOADTYPE Mass  TITLE MASS
SELFWEIGHT Y 1 
SELFWEIGHT X 1 
SELFWEIGHT Z 1 
MEMBER LOAD
87 90 TO 95 103 106 107 109 TO 113 117 118 122 123 126 129 130 132 TO 138 -
146 149 TO 156 160 161 165 166 170 172 UNI GY 16.67
87 90 TO 95 103 106 107 109 TO 113 117 118 122 123 126 129 130 132 TO 138 -
146 149 TO 156 160 161 165 166 170 172 UNI GX 16.67
87 90 TO 95 103 106 107 109 TO 113 117 118 122 123 126 129 130 132 TO 138 -
146 149 TO 156 160 161 165 166 170 172 UNI GZ 16.67
96 TO 102 104 114 TO 116 120 121 124 125 139 TO 145 147 157 TO 159 163 164 -
167 168 220 222 223 UNI GY 9.31
96 TO 102 104 114 TO 116 120 121 124 125 139 TO 145 147 157 TO 159 163 164 -
167 168 220 222 223 UNI GX 9.31
96 TO 102 104 114 TO 116 120 121 124 125 139 TO 145 147 157 TO 159 163 164 -
167 168 220 222 223 UNI GZ 9.31
174 176 178 180 181 183 186 189 192 194 TO 199 207 214 290 291 UNI GY 5.6
174 176 178 180 181 183 186 189 192 194 TO 199 207 214 290 291 UNI GX 5.6
174 176 178 180 181 183 186 189 192 194 TO 199 207 214 290 291 UNI GZ 5.6
88 89 105 126 131 148 UNI GY 2
88 89 105 126 131 148 UNI GX 2
88 89 105 126 131 148 UNI GZ 2
89 189 UNI GY 3.6
89 189 UNI GX 3.6
89 189 UNI GZ 3.6
179 193 203 208 UNI GY 12.77
179 193 203 208 UNI GX 12.77
179 193 203 208 UNI GZ 12.77
44 46 47 50 TO 61 63 TO 82 84 86 218 UNI GY 3
44 46 47 50 TO 61 63 TO 82 84 86 218 UNI GX 3
44 46 47 50 TO 61 63 TO 82 84 86 218 UNI GZ 3
FLOOR LOAD
_TWOWAY_SLAB FLOAD 3.125 GY
_TWOWAY_SLAB FLOAD 3.125 GX
_TWOWAY_SLAB FLOAD 3.125 GZ
_TWOWAY_SLAB FLOAD 1.7 GY
_TWOWAY_SLAB FLOAD 1.7 GX
_TWOWAY_SLAB FLOAD 1.7 GZ
ONEWAY LOAD
_ONEWAY_SLAB ONE 3.125 GY
_ONEWAY_SLAB ONE 3.125 GX
_ONEWAY_SLAB ONE 3.125 GZ
_ONEWAY_SLAB ONE 1.7 GY
_ONEWAY_SLAB ONE 1.7 GX
_ONEWAY_SLAB ONE 1.7 GZ
_STAIR_SLAB ONE 3.9 GY TOWARDS 165
_STAIR_SLAB ONE 3.9 GX TOWARDS 165
_STAIR_SLAB ONE 3.9 GZ TOWARDS 165
_STAIR_SLAB ONE 1.9 GY TOWARDS 165
_STAIR_SLAB ONE 1.9 GX TOWARDS 165
_STAIR_SLAB ONE 1.9 GZ TOWARDS 165
FLOOR LOAD
_TWOWAY_SL_ROOF FLOAD 3.125 GY
_TWOWAY_SL_ROOF FLOAD 3.125 GX
_TWOWAY_SL_ROOF FLOAD 3.125 GZ
_TWOWAY_SL_ROOF FLOAD 1.7 GY
_TWOWAY_SL_ROOF FLOAD 1.7 GX
_TWOWAY_SL_ROOF FLOAD 1.7 GZ
ONEWAY LOAD
_ONEWAY_SL_ROOF ONE 3.125 GY
_ONEWAY_SL_ROOF ONE 3.125 GX
_ONEWAY_SL_ROOF ONE 3.125 GZ
_ONEWAY_SL_ROOF ONE 1.7 GY
_ONEWAY_SL_ROOF ONE 1.7 GX
_ONEWAY_SL_ROOF ONE 1.7 GZ
_STAIR_SL_ROOF ONE 1.95 GY TOWARDS 208
_STAIR_SL_ROOF ONE 1.95 GX TOWARDS 208
_STAIR_SL_ROOF ONE 1.95 GZ TOWARDS 208
_STAIR_SL_ROOF ONE 0.95 GY TOWARDS 208
_STAIR_SL_ROOF ONE 0.95 GX TOWARDS 208
_STAIR_SL_ROOF ONE 0.95 GZ TOWARDS 208
FLOOR LOAD
_HEADROOM_SLAB FLOAD 3 GY
_HEADROOM_SLAB FLOAD 3 GX
_HEADROOM_SLAB FLOAD 3 GZ
_SUNK_LOAD FLOAD 2 GY
_SUNK_LOAD FLOAD 2 GX
_SUNK_LOAD FLOAD 2 GZ
MEMBER LOAD
164 223 CON GY 10 2.39 0.115
164 223 CON GX 10 2.39 0.115
164 223 CON GZ 10 2.39 0.115
136 223 CON GY 5 3.15 0.115
136 223 CON GX 5 3.15 0.115
136 223 CON GZ 5 3.15 0.115
FLOOR LOAD
_TWOWAY_SLAB FLOAD 0.5 GY
_TWOWAY_SLAB FLOAD 0.5 GX
_TWOWAY_SLAB FLOAD 0.5 GZ
ONEWAY LOAD
_ONEWAY_SLAB ONE 0.5 GY
_ONEWAY_SLAB ONE 0.5 GX
_ONEWAY_SLAB ONE 0.5 GZ
_STAIR_SLAB ONE 1.7 GY TOWARDS 165
_STAIR_SLAB ONE 1.7 GX TOWARDS 165
_STAIR_SLAB ONE 1.7 GZ TOWARDS 165
ONEWAY LOAD
_STAIR_SL_ROOF ONE 0.425 GY TOWARDS 208
_STAIR_SL_ROOF ONE 0.425 GX TOWARDS 208
_STAIR_SL_ROOF ONE 0.425 GZ TOWARDS 208
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 2.7432
DIA 2 TYPE RIG HEI 6.2484
DIA 3 TYPE RIG HEI 9.7536
DIA 4 TYPE RIG HEI 13.2588
CHECK SOFT STORY 1893
DEFINE 1893 LOAD
ZONE 0.1 RF 5 I 1 SS 2 ST 1 DM 0.05 PX 0.332 PZ 0.29 DT 2.1
LOAD 1 LOADTYPE Seismic  TITLE EQ X
1893 LOAD X 1
PERFORM ANALYSIS PRINT LOAD DATA
CHANGE
PRINT STORY DRIFT 0.004000
LOAD 2 LOADTYPE Seismic  TITLE EQ Z
1893 LOAD Z 1
PERFORM ANALYSIS PRINT LOAD DATA
CHANGE
PRINT STORY DRIFT 0.004000
LOAD 3 LOADTYPE Dead  TITLE DL
REFERENCE LOAD
R1 1.0 
LOAD 4 LOADTYPE Live  TITLE LL
REFERENCE LOAD
R2 1.0 R3 1.0 
LOAD COMB 5 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
3 1.5 4 1.5 
LOAD COMB 6 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
3 1.2 4 1.2 
LOAD COMB 7 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
3 1.2 4 1.2 1 1.2 
LOAD COMB 8 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
3 1.2 4 1.2 2 1.2 
LOAD COMB 9 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
3 1.2 4 1.2 1 -1.2 
LOAD COMB 10 GENERATED INDIAN CODE GENRAL_STRUCTURES 6
3 1.2 4 1.2 2 -1.2 
LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 7
3 1.5 
LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 8
3 1.5 1 1.5 
LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 9
3 1.5 2 1.5 
LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
3 1.5 1 -1.5 
LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 11
3 1.5 2 -1.5 
LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 12
3 0.9 1 1.5 
LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 13
3 0.9 2 1.5 
LOAD COMB 18 GENERATED INDIAN CODE GENRAL_STRUCTURES 14
3 0.9 1 -1.5 
LOAD COMB 19 GENERATED INDIAN CODE GENRAL_STRUCTURES 15
3 0.9 2 -1.5 
PERFORM ANALYSIS
PRINT STORY DRIFT
FINISH
