seismic analysis dynamic and static difference

abhilashdoss sudhakar — Mon, 14 Dec 2020 05:09:55 GMT

Kindly do clarify my following doubt
1. I have attached three model a.static analysis model b. Dynamic analysis using reference load method c. Dynamic analysis without the use of reference load method
a. Static method
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 01-Dec-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
***** static method****
JOINT COORDINATES
1 0 0 0; 2 6.674 0 0; 3 -1.043 0 -4.553; 4 7.791 0 -4.553; 5 0.593 0 -4.553;
6 2.42 0 -4.553; 7 -1.043 0 -6.407; 8 0.593 0 -6.407; 9 2.42 0 -6.407;
10 -1.043 0 -8.464; 11 2.42 0 -8.464; 12 7.791 0 -7.682; 13 -1.043 0 -11.985;
14 1.193 0 -11.985; 15 7.791 0 -11.985; 16 -1.043 0 -15.1; 17 1.193 0 -15.1;
18 7.791 0 -15.1; 19 0 -2 0; 20 6.674 -2 0; 21 -1.043 -2 -4.553;
22 7.791 -2 -4.553; 23 0.593 -2 -4.553; 24 2.42 -2 -4.553; 25 -1.043 -2 -6.407;
26 0.593 -2 -6.407; 27 2.42 -2 -6.407; 28 -1.043 -2 -8.464; 29 2.42 -2 -8.464;
30 7.791 -2 -7.682; 31 -1.043 -2 -11.985; 32 1.193 -2 -11.985;
33 7.791 -2 -11.985; 34 -1.043 -2 -15.1; 35 1.193 -2 -15.1; 36 7.791 -2 -15.1;
37 -1.043 0 0; 38 7.791 0 0; 39 2.42 0 0; 40 2.42 0 -11.985; 45 2.42 0 -7.682;
47 0 3 0; 48 6.674 3 0; 49 -1.043 3 -4.553; 50 7.791 3 -4.553;
51 2.42 3 -4.553; 52 -1.043 3 -6.407; 53 2.42 3 -6.407; 54 -1.043 3 -8.464;
55 2.42 3 -8.464; 56 7.791 3 -7.682; 57 -1.043 3 -11.985; 58 1.193 3 -11.985;
59 7.791 3 -11.985; 60 -1.043 3 -15.1; 61 1.193 3 -15.1; 62 7.791 3 -15.1;
63 -1.043 3 0; 64 7.791 3 0; 65 0.593 3 -4.553; 66 0.593 3 -6.407;
67 1.469 3 -4.553; 68 1.469 3 0; 69 4.631 3 -4.553; 70 4.631 3 0;
72 7.791 3 1.349; 73 4.631 3 1.349; 74 7.791 3 -3.093; 75 4.631 3 -3.093;
76 1.469 3 0.9; 77 4.631 3 0.9; 78 4.02 3 -4.553; 80 4.02 3 -15.1;
81 4.02 3 -11.985; 82 4.02 3 -7.682; 83 7.791 3 -10.535; 84 4.02 3 -10.535;
85 4.02 3 -8.464; 86 4.02 3 -6.407; 87 0 6 0; 88 6.674 6 0; 89 -1.043 6 -4.553;
90 7.791 6 -4.553; 91 2.42 6 -4.553; 92 -1.043 6 -6.407; 93 2.42 6 -6.407;
94 -1.043 6 -8.464; 95 2.42 6 -8.464; 96 7.791 6 -7.682; 97 -1.043 6 -11.985;
98 1.193 6 -11.985; 99 7.791 6 -11.985; 100 -1.043 6 -15.1; 101 1.193 6 -15.1;
102 7.791 6 -15.1; 103 -1.043 6 0; 104 7.791 6 0; 105 0.593 6 -4.553;
106 0.593 6 -6.407; 107 1.469 6 -4.553; 108 1.469 6 0; 109 4.631 6 -4.553;
110 4.631 6 0; 111 7.791 6 1.349; 112 4.631 6 1.349; 113 7.791 6 -3.093;
114 4.631 6 -3.093; 115 1.469 6 0.9; 116 4.631 6 0.9; 117 4.02 6 -4.553;
118 4.02 6 -15.1; 119 4.02 6 -11.985; 120 4.02 6 -7.682; 121 7.791 6 -10.535;
122 4.02 6 -10.535; 123 4.02 6 -8.464; 124 4.02 6 -6.407; 125 0 9 0;
126 6.674 9 0; 127 -1.043 9 -4.553; 128 7.791 9 -4.553; 129 2.42 9 -4.553;
130 -1.043 9 -6.407; 131 2.42 9 -6.407; 132 -1.043 9 -8.464; 133 2.42 9 -8.464;
134 7.791 9 -7.682; 135 -1.043 9 -11.985; 136 1.193 9 -11.985;
137 7.791 9 -11.985; 138 -1.043 9 -15.1; 139 1.193 9 -15.1; 140 7.791 9 -15.1;
141 -1.043 9 0; 142 7.791 9 0; 143 0.593 9 -4.553; 144 0.593 9 -6.407;
145 1.469 9 -4.553; 146 1.469 9 0; 147 4.631 9 -4.553; 148 4.631 9 0;
149 7.791 9 1.349; 150 4.631 9 1.349; 151 7.791 9 -3.093; 152 4.631 9 -3.093;
153 1.469 9 0.9; 154 4.631 9 0.9; 155 4.02 9 -4.553; 156 4.02 9 -15.1;
157 4.02 9 -11.985; 158 4.02 9 -7.682; 159 7.791 9 -10.535; 160 4.02 9 -10.535;
161 4.02 9 -8.464; 162 4.02 9 -6.407; 163 0 12 0; 164 6.674 12 0;
165 -1.043 12 -4.553; 166 7.791 12 -4.553; 167 2.42 12 -4.553;
168 -1.043 12 -6.407; 169 2.42 12 -6.407; 170 -1.043 12 -8.464;
171 2.42 12 -8.464; 172 7.791 12 -7.682; 173 -1.043 12 -11.985;
174 1.193 12 -11.985; 175 7.791 12 -11.985; 176 -1.043 12 -15.1;
177 1.193 12 -15.1; 178 7.791 12 -15.1; 179 0.593 12 -4.553;
180 0.593 12 -6.407; 181 -1.043 12 0; 182 7.791 12 0; 183 1.469 12 -4.553;
184 1.469 12 0; 185 4.631 12 -4.553; 186 4.631 12 0; 187 7.791 12 1.349;
188 4.631 12 1.349; 191 1.469 12 0.9; 192 4.631 12 0.9; 193 4.02 12 -4.553;
194 4.02 12 -15.1; 195 4.02 12 -11.985; 196 4.02 12 -7.682; 199 4.02 12 -8.464;
200 4.02 12 -6.407; 201 2.42 14.5 -4.553; 202 2.42 14.5 -6.407;
203 0.593 14.5 -4.553; 204 0.593 14.5 -6.407; 205 2.42 17 -4.553;
206 2.42 17 -6.407; 207 0.593 17 -4.553; 208 0.593 17 -6.407;
209 7.791 13 -11.985; 210 7.791 13 -15.1; 211 4.02 13 -15.1;
212 4.02 13 -11.985;
MEMBER INCIDENCES
1 1 19; 2 2 20; 3 3 21; 4 4 22; 5 5 23; 6 6 24; 7 7 25; 8 8 26; 9 9 27;
10 10 28; 11 11 29; 12 12 30; 13 13 31; 14 14 32; 15 15 33; 16 16 34; 17 17 35;
18 18 36; 19 16 17; 20 17 18; 21 13 14; 22 14 40; 23 10 11; 24 7 8; 25 8 9;
26 3 5; 27 5 6; 28 6 4; 29 1 39; 30 37 1; 31 2 38; 32 37 3; 33 3 7; 34 7 10;
35 10 13; 36 13 16; 37 38 4; 38 4 12; 39 12 15; 40 15 18; 41 39 2; 42 39 6;
43 6 9; 44 9 45; 45 40 15; 46 11 40; 47 14 17; 48 5 8; 54 45 11; 58 1 47;
59 2 48; 60 3 49; 61 4 50; 62 6 51; 63 7 52; 64 9 53; 65 10 54; 66 11 55;
67 12 56; 68 13 57; 69 14 58; 70 15 59; 71 16 60; 72 17 61; 73 18 62; 74 60 61;
75 61 80; 76 57 58; 77 58 81; 78 54 55; 79 52 66; 80 49 65; 81 51 78; 82 47 68;
83 63 47; 84 48 64; 85 63 49; 86 64 74; 87 49 52; 88 52 54; 89 54 57; 90 57 60;
91 51 53; 93 58 61; 94 65 67; 95 5 65; 96 66 53; 97 8 66; 98 65 66; 99 50 56;
100 56 83; 101 59 62; 102 67 51; 103 68 70; 104 68 67; 105 69 50; 106 70 48;
107 70 75; 108 72 73; 110 72 64; 111 73 77; 112 74 50; 113 75 69; 114 75 74;
115 68 76; 116 77 70; 117 76 77; 118 78 69; 119 78 86; 120 80 62; 121 81 59;
122 81 80; 123 82 85; 124 82 56; 125 83 59; 126 84 81; 127 84 83; 128 85 84;
129 55 85; 130 86 82; 131 53 86; 132 45 12; 133 100 101; 134 101 118;
135 97 98; 136 98 119; 137 94 95; 138 92 106; 139 89 105; 140 91 117;
141 87 108; 142 103 87; 143 88 104; 144 103 89; 145 104 113; 146 89 92;
147 92 94; 148 94 97; 149 97 100; 150 91 93; 151 98 101; 152 105 107;
153 106 93; 154 105 106; 155 90 96; 156 96 121; 157 99 102; 158 107 91;
159 108 110; 160 108 107; 161 109 90; 162 110 88; 163 110 114; 164 111 112;
165 111 104; 166 112 116; 167 113 90; 168 114 109; 169 114 113; 170 108 115;
171 116 110; 172 115 116; 173 117 109; 174 117 124; 175 118 102; 176 119 99;
177 119 118; 178 120 123; 179 120 96; 180 121 99; 181 122 119; 182 122 121;
183 123 122; 184 95 123; 185 124 120; 186 93 124; 187 138 139; 188 139 156;
189 135 136; 190 136 157; 191 132 133; 192 130 144; 193 127 143; 194 129 155;
195 125 146; 196 141 125; 197 126 142; 198 141 127; 199 142 151; 200 127 130;
201 130 132; 202 132 135; 203 135 138; 204 129 131; 205 136 139; 206 143 145;
207 144 131; 208 143 144; 209 128 134; 210 134 159; 211 137 140; 212 145 129;
213 146 148; 214 146 145; 215 147 128; 216 148 126; 217 148 152; 218 149 150;
219 149 142; 220 150 154; 221 151 128; 222 152 147; 223 152 151; 224 146 153;
225 154 148; 226 153 154; 227 155 147; 228 155 162; 229 156 140; 230 157 137;
231 157 156; 232 158 161; 233 158 134; 234 159 137; 235 160 157; 236 160 159;
237 161 160; 238 133 161; 239 162 158; 240 131 162; 241 47 87; 242 48 88;
243 49 89; 244 50 90; 245 51 91; 246 52 92; 247 53 93; 248 54 94; 249 55 95;
250 56 96; 251 57 97; 252 58 98; 253 59 99; 254 60 100; 255 61 101; 256 62 102;
257 65 105; 258 66 106; 259 87 125; 260 88 126; 261 89 127; 262 90 128;
263 91 129; 264 92 130; 265 93 131; 266 94 132; 267 95 133; 268 96 134;
269 97 135; 270 98 136; 271 99 137; 272 100 138; 273 101 139; 274 102 140;
275 105 143; 276 106 144; 277 125 163; 278 126 164; 279 127 165; 280 128 166;
281 129 167; 282 130 168; 283 131 169; 284 132 170; 285 133 171; 286 134 172;
287 135 173; 288 136 174; 289 137 175; 290 138 176; 291 139 177; 292 140 178;
293 143 179; 294 144 180; 295 176 177; 296 177 194; 297 173 174; 298 174 195;
299 170 171; 300 168 180; 301 165 179; 302 167 193; 303 163 184; 304 181 163;
305 164 182; 306 181 165; 307 182 166; 308 165 168; 309 168 170; 310 170 173;
311 173 176; 312 167 169; 313 174 177; 314 179 183; 315 180 169; 316 179 180;
317 166 172; 318 172 175; 319 175 178; 320 183 167; 321 184 186; 322 184 183;
323 185 166; 324 186 164; 325 186 185; 326 187 188; 327 187 182; 328 188 192;
331 184 191; 332 192 186; 333 191 192; 334 193 185; 335 193 200; 336 194 178;
337 195 175; 338 195 194; 339 196 199; 340 196 172; 342 195 199; 344 171 199;
345 200 196; 346 169 200; 347 167 201; 348 169 202; 349 179 203; 350 180 204;
351 201 202; 352 203 201; 353 204 202; 354 203 204; 355 201 205; 356 202 206;
357 203 207; 358 204 208; 359 205 206; 360 207 205; 361 208 206; 362 207 208;
363 175 209; 364 178 210; 365 194 211; 366 195 212; 367 212 209; 368 209 210;
369 210 211; 370 212 211;
START GROUP DEFINITION
MEMBER
_GFBWPLINTH 23 TO 26 33 34 44 48 54
_GFNONBWPLI 19 TO 22 27 TO 32 35 TO 43 45 TO 47 132
_FLOOR230BRICK 74 75 78 79 81 TO 83 85 86 88 TO 91 94 96 98 TO 102 108 110 -
112 115 117 120 129 133 134 137 138 140 TO 142 144 145 147 TO 150 -
152 TO 158 164 165 167 170 172 175 184 187 188 191 192 194 TO 196 198 199 -
201 TO 204 206 TO 212 218 219 221 224 226 229 238
_FLOOR115BRICK 76 77 80 84 87 93 103 TO 107 111 113 114 116 118 119 -
121 TO 128 130 135 136 139 143 146 151 159 TO 163 166 168 169 171 173 174 -
176 TO 183 185 189 190 193 197 200 205 213 TO 217 220 222 223 225 227 228 -
230 TO 237 239
_BALCONY 115 117 170 172 224 226
FLOOR
_FLOORSUNEKN1WAY 84 105 106 108 110 TO 114 116 121 125 TO 127 143 161 162 -
164 TO 169 171 176 180 TO 182 197 215 216 218 TO 223 225 230 234 TO 236
_FLOORBALCONY 103 115 TO 117 159 170 TO 172 213 224 TO 226
_LIVING 74 TO 87 89 TO 91 93 94 98 TO 107 113 114 118 TO 124 126 TO 131 133 -
134 TO 146 148 TO 152 154 TO 163 168 169 173 TO 179 181 TO 200 202 TO 206 -
208 TO 217 222 223 227 TO 233 235 TO 240
_ROOF2WAY 295 TO 308 310 TO 314 316 TO 325 334 TO 340 342 344 TO 346
_ROOF1WAY 305 321 324 326 TO 328 331 TO 333
_LIFTROM1 351 TO 354
_LIFTROOM2 359 TO 362
_OHT 367 TO 370
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
19 TO 48 54 132 PRIS YD 0.375 ZD 0.23
75 78 TO 90 94 96 99 TO 108 110 TO 113 115 116 118 120 124 125 129 131 134 -
137 TO 149 152 153 155 TO 168 170 171 173 175 179 180 184 186 188 -
191 TO 203 206 207 209 TO 222 224 225 227 229 233 234 238 240 296 TO 311 -
314 315 317 TO 328 331 332 334 TO 340 342 344 TO 346 365 -
366 PRIS YD 0.45 ZD 0.23
74 91 93 98 114 119 122 123 126 TO 128 130 133 150 151 154 169 174 177 178 -
181 TO 183 185 187 204 205 208 223 228 231 232 235 TO 237 239 295 312 313 -
316 351 TO 354 359 TO 362 367 TO 370 PRIS YD 0.375 ZD 0.23
76 77 121 135 136 176 189 190 230 PRIS YD 0.525 ZD 0.23
117 172 226 333 PRIS YD 0.14 ZD 0.23
3 5 7 8 60 63 95 97 243 246 257 258 261 264 275 276 279 282 293 294 349 350 -
357 358 PRIS YD 0.23 ZD 0.375
10 11 65 66 248 TO 251 254 TO 256 266 TO 269 272 TO 274 284 TO 287 -
290 TO 292 364 PRIS YD 0.23 ZD 0.45
241 242 244 252 253 259 260 262 270 271 277 278 280 288 289 -
363 PRIS YD 0.23 ZD 0.525
MEMBER PROPERTY AMERICAN
6 9 62 64 245 247 263 265 281 283 347 348 355 356 PRIS YD 0.23 ZD 0.45
1 2 4 14 15 58 59 61 69 70 PRIS YD 0.3 ZD 0.52
MEMBER PROPERTY AMERICAN
12 13 16 TO 18 67 68 71 TO 73 PRIS YD 0.3 ZD 0.45
CONSTANTS
BETA 90 MEMB 1 2 4 TO 11 14 17 18 58 59 61 TO 66 69 72 73 95 97 241 242 244 -
245 TO 249 252 255 TO 260 262 TO 267 270 273 TO 278 280 TO 285 288 -
291 TO 294 347 TO 350 355 TO 358 364 TO 366
MATERIAL CONCRETE ALL
MEMBER RELEASE
42 108 117 124 127 164 172 179 182 218 226 233 236 326 333 335 340 START MY MZ
46 108 117 129 131 164 172 184 186 218 226 238 240 322 325 326 333 338 344 -
346 END MY MZ
SUPPORTS
19 TO 36 FIXED
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead TITLE DEAD LOAD
SELFWEIGHT Y -1
MEMBER LOAD
23 TO 26 33 34 44 48 54 UNI GY -13
19 TO 22 27 TO 32 35 TO 43 45 TO 47 132 UNI GY -3.75
74 75 78 79 81 TO 83 85 86 88 TO 91 94 96 98 TO 102 108 110 112 120 129 133 -
134 137 138 140 TO 142 144 145 147 TO 150 152 TO 158 164 165 167 175 184 -
187 188 191 192 194 TO 196 198 199 201 TO 204 206 TO 212 218 219 221 229 -
238 UNI GY -13
76 77 80 84 87 93 103 TO 107 111 113 114 116 118 119 121 TO 128 130 135 136 -
139 143 146 151 159 TO 163 166 168 169 171 173 174 176 TO 183 185 189 190 -
193 197 200 205 213 TO 217 220 222 223 225 227 228 230 TO 237 -
239 UNI GY -7.8
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE -8.7 GY
_FLOORBALCONY ONE -4.7 GY
FLOOR LOAD
_LIVING FLOAD -4.7 GY
MEMBER LOAD
115 117 170 172 224 226 UNI GY -4.6
295 296 303 304 306 TO 311 317 TO 319 326 TO 328 331 333 336 UNI GY -4.6
FLOOR LOAD
_ROOF2WAY FLOAD -5.5 GY
ONEWAY LOAD
_ROOF1WAY ONE -5.5 GY
MEMBER LOAD
312 314 TO 316 320 351 TO 354 UNI GY -10
FLOOR LOAD
_LIFTROM1 FLOAD -4.95 GY
_LIFTROOM2 FLOAD -4.325 GY
MEMBER LOAD
367 TO 370 UNI GY -5.625
FLOOR LOAD
_OHT FLOAD -3.75 GY
_OHT FLOAD -15 GY
MEMBER LOAD
34 88 123 130 147 178 185 201 232 239 339 UNI GY -11
LOAD R2 LOADTYPE Live TITLE LIVE LOAD
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE -2 GY
_FLOORBALCONY ONE -2 GY
FLOOR LOAD
_LIVING FLOAD -2 GY
MEMBER LOAD
34 88 123 130 147 178 185 201 232 239 339 UNI GY -6
LOAD R3 LOADTYPE Roof Live TITLE ROOF LIVE
FLOOR LOAD
_ROOF2WAY FLOAD -1.5 GY
ONEWAY LOAD
_ROOF1WAY ONE -1.5 GY
FLOOR LOAD
_LIFTROM1 FLOAD -0.75 GY
_LIFTROOM2 FLOAD -0.75 GY
_OHT FLOAD -0.75 GY
END DEFINE REFERENCE LOADS
DEFINE IS1893 2016 LOAD
ZONE 0.16 RF 3 I 1 SS 2 ST 1 DM 0.05
REFERENCE LOAD Y
R1 1.0 R2 0.25
LOAD 1 LOADTYPE Seismic TITLE SEISMIC(X)
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic TITLE SEISMIC(Z)
1893 LOAD Z 1
LOAD 3 LOADTYPE Dead TITLE DEAD LOAD
REFERENCE LOAD
R1 1.0
LOAD 4 LOADTYPE Live TITLE LIVE LOAD
REFERENCE LOAD
R2 1.0 R3 1.0
LOAD COMB 101 1DL+1LL
3 1.0 4 1.0
LOAD COMB 102 1DL+1LL+1SL+X
3 1.0 4 1.0 1 1.0
LOAD COMB 103 1DL+1LL+1SL-X
3 1.0 4 1.0 1 -1.0
LOAD COMB 104 1DL+1SL+X
3 1.0 1 1.0
LOAD COMB 105 1DL+1SL-X
3 1.0 1 -1.0
LOAD COMB 106 1DL+1LL+1SL+Z
3 1.0 4 1.0 2 1.0
LOAD COMB 107 1DL+1LL+1SL-Z
3 1.0 4 1.0 2 -1.0
LOAD COMB 108 1DL+1SL+Z
3 1.0 2 1.0
LOAD COMB 109 1DL+1LL-Z
3 1.0 4 1.0 2 -1.0
******************************************
LOAD COMB 201 1.5(DL+LL)
3 1.5 4 1.5
LOAD COMB 202 1.2DL+1.2LL+1.2SL+X
3 1.2 4 1.2 1 1.2
LOAD COMB 203 1.2DL+1.2LL+1.2SL-X
3 1.2 4 1.2 1 -1.2
LOAD COMB 204 1.3DL+1.3SL+X
3 1.3 1 1.3
LOAD COMB 205 1.3DL+1.3SL-X
3 1.3 1 -1.3
LOAD COMB 206 1.2DL+1.2LL+1.2SL+Z
3 1.2 4 1.2 2 1.2
LOAD COMB 207 1.2DL+1.2LL+1.2SL-Z
3 1.2 4 1.2 2 -1.2
LOAD COMB 208 1.3DL+1.3SL+Z
3 1.3 2 1.3
LOAD COMB 209 1.3DL+1.3SL-Z
3 1.3 2 -1.3
*LOAD COMB 1000 1DL+0.25LL
*3 1.0 4 0.25
*LOAD COMB 201 1(DL+LL)
*3 1.0 4 0.9
*LOAD COMB 201 1.5(DL+LL)
*3 1.5 4 1.5
*************************************
PERFORM ANALYSIS PRINT ALL
DEFINE ENVELOPE
101 TO 109 ENVELOPE 1 TYPE SERVICEABILITY
201 TO 209 ENVELOPE 2 TYPE STRESS
END DEFINE ENVELOPE
PERFORM ANALYSIS PRINT ALL
LOAD LIST 201 TO 209
START CONCRETE DESIGN
CODE INDIAN
CLEAR 0.03 MEMB 19 TO 48 54 74 TO 91 93 94 96 98 TO 108 110 TO 240 -
295 TO 328 331 TO 340 342 344 TO 346 351 TO 354 359 TO 362 367 TO 370
CLEAR 0.04 MEMB 1 TO 18 58 TO 73 95 97 241 TO 294 347 TO 350 355 TO 358 363 -
364 TO 366
ELY 1.2 MEMB 1 TO 18 58 TO 73 95 97 241 TO 294 347 TO 350 355 TO 358 363 TO 366
ELZ 1.2 MEMB 1 TO 18 58 TO 73 95 97 241 TO 294 347 TO 350 355 TO 358 363 TO 366
FC 25000 ALL
FYMAIN 500000 ALL
FYSEC 500000 ALL
MAXMAIN 25 ALL
DESIGN BEAM 19 TO 48 54 74 TO 91 93 94 96 98 TO 108 110 TO 240 295 TO 328 -
331 TO 340 342 344 TO 346 351 TO 354 359 TO 362 367 TO 370
DESIGN COLUMN 1 TO 18 58 TO 73 95 97 241 TO 294 347 TO 350 355 TO 358 363 -
364 TO 366
END CONCRETE DESIGN
FINISH

b. Dynamic analysis using reference load method

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 01-Dec-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
**Dynamic analysis using reference load**
JOINT COORDINATES
1 0 0 0; 2 6.674 0 0; 3 -1.043 0 -4.553; 4 7.791 0 -4.553; 5 0.593 0 -4.553;
6 2.42 0 -4.553; 7 -1.043 0 -6.407; 8 0.593 0 -6.407; 9 2.42 0 -6.407;
10 -1.043 0 -8.464; 11 2.42 0 -8.464; 12 7.791 0 -7.682; 13 -1.043 0 -11.985;
14 1.193 0 -11.985; 15 7.791 0 -11.985; 16 -1.043 0 -15.1; 17 1.193 0 -15.1;
18 7.791 0 -15.1; 19 0 -2 0; 20 6.674 -2 0; 21 -1.043 -2 -4.553;
22 7.791 -2 -4.553; 23 0.593 -2 -4.553; 24 2.42 -2 -4.553; 25 -1.043 -2 -6.407;
26 0.593 -2 -6.407; 27 2.42 -2 -6.407; 28 -1.043 -2 -8.464; 29 2.42 -2 -8.464;
30 7.791 -2 -7.682; 31 -1.043 -2 -11.985; 32 1.193 -2 -11.985;
33 7.791 -2 -11.985; 34 -1.043 -2 -15.1; 35 1.193 -2 -15.1; 36 7.791 -2 -15.1;
37 -1.043 0 0; 38 7.791 0 0; 39 2.42 0 0; 40 2.42 0 -11.985; 45 2.42 0 -7.682;
47 0 3 0; 48 6.674 3 0; 49 -1.043 3 -4.553; 50 7.791 3 -4.553;
51 2.42 3 -4.553; 52 -1.043 3 -6.407; 53 2.42 3 -6.407; 54 -1.043 3 -8.464;
55 2.42 3 -8.464; 56 7.791 3 -7.682; 57 -1.043 3 -11.985; 58 1.193 3 -11.985;
59 7.791 3 -11.985; 60 -1.043 3 -15.1; 61 1.193 3 -15.1; 62 7.791 3 -15.1;
63 -1.043 3 0; 64 7.791 3 0; 65 0.593 3 -4.553; 66 0.593 3 -6.407;
67 1.469 3 -4.553; 68 1.469 3 0; 69 4.631 3 -4.553; 70 4.631 3 0;
72 7.791 3 1.349; 73 4.631 3 1.349; 74 7.791 3 -3.093; 75 4.631 3 -3.093;
76 1.469 3 0.9; 77 4.631 3 0.9; 78 4.02 3 -4.553; 80 4.02 3 -15.1;
81 4.02 3 -11.985; 82 4.02 3 -7.682; 83 7.791 3 -10.535; 84 4.02 3 -10.535;
85 4.02 3 -8.464; 86 4.02 3 -6.407; 87 0 6 0; 88 6.674 6 0; 89 -1.043 6 -4.553;
90 7.791 6 -4.553; 91 2.42 6 -4.553; 92 -1.043 6 -6.407; 93 2.42 6 -6.407;
94 -1.043 6 -8.464; 95 2.42 6 -8.464; 96 7.791 6 -7.682; 97 -1.043 6 -11.985;
98 1.193 6 -11.985; 99 7.791 6 -11.985; 100 -1.043 6 -15.1; 101 1.193 6 -15.1;
102 7.791 6 -15.1; 103 -1.043 6 0; 104 7.791 6 0; 105 0.593 6 -4.553;
106 0.593 6 -6.407; 107 1.469 6 -4.553; 108 1.469 6 0; 109 4.631 6 -4.553;
110 4.631 6 0; 111 7.791 6 1.349; 112 4.631 6 1.349; 113 7.791 6 -3.093;
114 4.631 6 -3.093; 115 1.469 6 0.9; 116 4.631 6 0.9; 117 4.02 6 -4.553;
118 4.02 6 -15.1; 119 4.02 6 -11.985; 120 4.02 6 -7.682; 121 7.791 6 -10.535;
122 4.02 6 -10.535; 123 4.02 6 -8.464; 124 4.02 6 -6.407; 125 0 9 0;
126 6.674 9 0; 127 -1.043 9 -4.553; 128 7.791 9 -4.553; 129 2.42 9 -4.553;
130 -1.043 9 -6.407; 131 2.42 9 -6.407; 132 -1.043 9 -8.464; 133 2.42 9 -8.464;
134 7.791 9 -7.682; 135 -1.043 9 -11.985; 136 1.193 9 -11.985;
137 7.791 9 -11.985; 138 -1.043 9 -15.1; 139 1.193 9 -15.1; 140 7.791 9 -15.1;
141 -1.043 9 0; 142 7.791 9 0; 143 0.593 9 -4.553; 144 0.593 9 -6.407;
145 1.469 9 -4.553; 146 1.469 9 0; 147 4.631 9 -4.553; 148 4.631 9 0;
149 7.791 9 1.349; 150 4.631 9 1.349; 151 7.791 9 -3.093; 152 4.631 9 -3.093;
153 1.469 9 0.9; 154 4.631 9 0.9; 155 4.02 9 -4.553; 156 4.02 9 -15.1;
157 4.02 9 -11.985; 158 4.02 9 -7.682; 159 7.791 9 -10.535; 160 4.02 9 -10.535;
161 4.02 9 -8.464; 162 4.02 9 -6.407; 163 0 12 0; 164 6.674 12 0;
165 -1.043 12 -4.553; 166 7.791 12 -4.553; 167 2.42 12 -4.553;
168 -1.043 12 -6.407; 169 2.42 12 -6.407; 170 -1.043 12 -8.464;
171 2.42 12 -8.464; 172 7.791 12 -7.682; 173 -1.043 12 -11.985;
174 1.193 12 -11.985; 175 7.791 12 -11.985; 176 -1.043 12 -15.1;
177 1.193 12 -15.1; 178 7.791 12 -15.1; 179 0.593 12 -4.553;
180 0.593 12 -6.407; 181 -1.043 12 0; 182 7.791 12 0; 183 1.469 12 -4.553;
184 1.469 12 0; 185 4.631 12 -4.553; 186 4.631 12 0; 187 7.791 12 1.349;
188 4.631 12 1.349; 191 1.469 12 0.9; 192 4.631 12 0.9; 193 4.02 12 -4.553;
194 4.02 12 -15.1; 195 4.02 12 -11.985; 196 4.02 12 -7.682; 199 4.02 12 -8.464;
200 4.02 12 -6.407; 201 2.42 14.5 -4.553; 202 2.42 14.5 -6.407;
203 0.593 14.5 -4.553; 204 0.593 14.5 -6.407; 205 2.42 17 -4.553;
206 2.42 17 -6.407; 207 0.593 17 -4.553; 208 0.593 17 -6.407;
209 7.791 13 -11.985; 210 7.791 13 -15.1; 211 4.02 13 -15.1;
212 4.02 13 -11.985;
MEMBER INCIDENCES
1 1 19; 2 2 20; 3 3 21; 4 4 22; 5 5 23; 6 6 24; 7 7 25; 8 8 26; 9 9 27;
10 10 28; 11 11 29; 12 12 30; 13 13 31; 14 14 32; 15 15 33; 16 16 34; 17 17 35;
18 18 36; 19 16 17; 20 17 18; 21 13 14; 22 14 40; 23 10 11; 24 7 8; 25 8 9;
26 3 5; 27 5 6; 28 6 4; 29 1 39; 30 37 1; 31 2 38; 32 37 3; 33 3 7; 34 7 10;
35 10 13; 36 13 16; 37 38 4; 38 4 12; 39 12 15; 40 15 18; 41 39 2; 42 39 6;
43 6 9; 44 9 45; 45 40 15; 46 11 40; 47 14 17; 48 5 8; 54 45 11; 58 1 47;
59 2 48; 60 3 49; 61 4 50; 62 6 51; 63 7 52; 64 9 53; 65 10 54; 66 11 55;
67 12 56; 68 13 57; 69 14 58; 70 15 59; 71 16 60; 72 17 61; 73 18 62; 74 60 61;
75 61 80; 76 57 58; 77 58 81; 78 54 55; 79 52 66; 80 49 65; 81 51 78; 82 47 68;
83 63 47; 84 48 64; 85 63 49; 86 64 74; 87 49 52; 88 52 54; 89 54 57; 90 57 60;
91 51 53; 93 58 61; 94 65 67; 95 5 65; 96 66 53; 97 8 66; 98 65 66; 99 50 56;
100 56 83; 101 59 62; 102 67 51; 103 68 70; 104 68 67; 105 69 50; 106 70 48;
107 70 75; 108 72 73; 110 72 64; 111 73 77; 112 74 50; 113 75 69; 114 75 74;
115 68 76; 116 77 70; 117 76 77; 118 78 69; 119 78 86; 120 80 62; 121 81 59;
122 81 80; 123 82 85; 124 82 56; 125 83 59; 126 84 81; 127 84 83; 128 85 84;
129 55 85; 130 86 82; 131 53 86; 132 45 12; 133 100 101; 134 101 118;
135 97 98; 136 98 119; 137 94 95; 138 92 106; 139 89 105; 140 91 117;
141 87 108; 142 103 87; 143 88 104; 144 103 89; 145 104 113; 146 89 92;
147 92 94; 148 94 97; 149 97 100; 150 91 93; 151 98 101; 152 105 107;
153 106 93; 154 105 106; 155 90 96; 156 96 121; 157 99 102; 158 107 91;
159 108 110; 160 108 107; 161 109 90; 162 110 88; 163 110 114; 164 111 112;
165 111 104; 166 112 116; 167 113 90; 168 114 109; 169 114 113; 170 108 115;
171 116 110; 172 115 116; 173 117 109; 174 117 124; 175 118 102; 176 119 99;
177 119 118; 178 120 123; 179 120 96; 180 121 99; 181 122 119; 182 122 121;
183 123 122; 184 95 123; 185 124 120; 186 93 124; 187 138 139; 188 139 156;
189 135 136; 190 136 157; 191 132 133; 192 130 144; 193 127 143; 194 129 155;
195 125 146; 196 141 125; 197 126 142; 198 141 127; 199 142 151; 200 127 130;
201 130 132; 202 132 135; 203 135 138; 204 129 131; 205 136 139; 206 143 145;
207 144 131; 208 143 144; 209 128 134; 210 134 159; 211 137 140; 212 145 129;
213 146 148; 214 146 145; 215 147 128; 216 148 126; 217 148 152; 218 149 150;
219 149 142; 220 150 154; 221 151 128; 222 152 147; 223 152 151; 224 146 153;
225 154 148; 226 153 154; 227 155 147; 228 155 162; 229 156 140; 230 157 137;
231 157 156; 232 158 161; 233 158 134; 234 159 137; 235 160 157; 236 160 159;
237 161 160; 238 133 161; 239 162 158; 240 131 162; 241 47 87; 242 48 88;
243 49 89; 244 50 90; 245 51 91; 246 52 92; 247 53 93; 248 54 94; 249 55 95;
250 56 96; 251 57 97; 252 58 98; 253 59 99; 254 60 100; 255 61 101; 256 62 102;
257 65 105; 258 66 106; 259 87 125; 260 88 126; 261 89 127; 262 90 128;
263 91 129; 264 92 130; 265 93 131; 266 94 132; 267 95 133; 268 96 134;
269 97 135; 270 98 136; 271 99 137; 272 100 138; 273 101 139; 274 102 140;
275 105 143; 276 106 144; 277 125 163; 278 126 164; 279 127 165; 280 128 166;
281 129 167; 282 130 168; 283 131 169; 284 132 170; 285 133 171; 286 134 172;
287 135 173; 288 136 174; 289 137 175; 290 138 176; 291 139 177; 292 140 178;
293 143 179; 294 144 180; 295 176 177; 296 177 194; 297 173 174; 298 174 195;
299 170 171; 300 168 180; 301 165 179; 302 167 193; 303 163 184; 304 181 163;
305 164 182; 306 181 165; 307 182 166; 308 165 168; 309 168 170; 310 170 173;
311 173 176; 312 167 169; 313 174 177; 314 179 183; 315 180 169; 316 179 180;
317 166 172; 318 172 175; 319 175 178; 320 183 167; 321 184 186; 322 184 183;
323 185 166; 324 186 164; 325 186 185; 326 187 188; 327 187 182; 328 188 192;
331 184 191; 332 192 186; 333 191 192; 334 193 185; 335 193 200; 336 194 178;
337 195 175; 338 195 194; 339 196 199; 340 196 172; 342 195 199; 344 171 199;
345 200 196; 346 169 200; 347 167 201; 348 169 202; 349 179 203; 350 180 204;
351 201 202; 352 203 201; 353 204 202; 354 203 204; 355 201 205; 356 202 206;
357 203 207; 358 204 208; 359 205 206; 360 207 205; 361 208 206; 362 207 208;
363 175 209; 364 178 210; 365 194 211; 366 195 212; 367 212 209; 368 209 210;
369 210 211; 370 212 211;
START GROUP DEFINITION
MEMBER
_GFBWPLINTH 23 TO 26 33 34 44 48 54
_GFNONBWPLI 19 TO 22 27 TO 32 35 TO 43 45 TO 47 132
_FLOOR230BRICK 74 75 78 79 81 TO 83 85 86 88 TO 91 94 96 98 TO 102 108 110 -
112 115 117 120 129 133 134 137 138 140 TO 142 144 145 147 TO 150 -
152 TO 158 164 165 167 170 172 175 184 187 188 191 192 194 TO 196 198 199 -
201 TO 204 206 TO 212 218 219 221 224 226 229 238
_FLOOR115BRICK 76 77 80 84 87 93 103 TO 107 111 113 114 116 118 119 -
121 TO 128 130 135 136 139 143 146 151 159 TO 163 166 168 169 171 173 174 -
176 TO 183 185 189 190 193 197 200 205 213 TO 217 220 222 223 225 227 228 -
230 TO 237 239
_BALCONY 115 117 170 172 224 226
FLOOR
_FLOORSUNEKN1WAY 84 105 106 108 110 TO 114 116 121 125 TO 127 143 161 162 -
164 TO 169 171 176 180 TO 182 197 215 216 218 TO 223 225 230 234 TO 236
_FLOORBALCONY 103 115 TO 117 159 170 TO 172 213 224 TO 226
_LIVING 74 TO 87 89 TO 91 93 94 98 TO 107 113 114 118 TO 124 126 TO 131 133 -
134 TO 146 148 TO 152 154 TO 163 168 169 173 TO 179 181 TO 200 202 TO 206 -
208 TO 217 222 223 227 TO 233 235 TO 240
_ROOF2WAY 295 TO 308 310 TO 314 316 TO 325 334 TO 340 342 344 TO 346
_ROOF1WAY 305 321 324 326 TO 328 331 TO 333
_LIFTROM1 351 TO 354
_LIFTROOM2 359 TO 362
_OHT 367 TO 370
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
19 TO 48 54 132 PRIS YD 0.375 ZD 0.23
75 78 TO 90 94 96 99 TO 108 110 TO 113 115 116 118 120 124 125 129 131 134 -
137 TO 149 152 153 155 TO 168 170 171 173 175 179 180 184 186 188 -
191 TO 203 206 207 209 TO 222 224 225 227 229 233 234 238 240 296 TO 311 -
314 315 317 TO 328 331 332 334 TO 340 342 344 TO 346 365 -
366 PRIS YD 0.45 ZD 0.23
74 91 93 98 114 119 122 123 126 TO 128 130 133 150 151 154 169 174 177 178 -
181 TO 183 185 187 204 205 208 223 228 231 232 235 TO 237 239 295 312 313 -
316 351 TO 354 359 TO 362 367 TO 370 PRIS YD 0.375 ZD 0.23
76 77 121 135 136 176 189 190 230 PRIS YD 0.525 ZD 0.23
117 172 226 333 PRIS YD 0.14 ZD 0.23
3 5 7 8 60 63 95 97 243 246 257 258 261 264 275 276 279 282 293 294 349 350 -
357 358 PRIS YD 0.23 ZD 0.375
10 TO 13 16 TO 18 65 TO 68 71 TO 73 248 TO 251 254 TO 256 266 TO 269 -
272 TO 274 284 TO 287 290 TO 292 364 PRIS YD 0.23 ZD 0.45
4 14 15 61 69 70 241 242 244 252 253 259 260 262 270 271 277 278 280 288 289 -
363 PRIS YD 0.23 ZD 0.525
MEMBER PROPERTY AMERICAN
6 9 62 64 245 247 263 265 281 283 347 348 355 356 PRIS YD 0.23 ZD 0.45
1 2 58 59 PRIS YD 0.3 ZD 0.52
CONSTANTS
BETA 90 MEMB 1 2 4 TO 11 14 17 18 58 59 61 TO 66 69 72 73 95 97 241 242 244 -
245 TO 249 252 255 TO 260 262 TO 267 270 273 TO 278 280 TO 285 288 -
291 TO 294 347 TO 350 355 TO 358 364 TO 366
MATERIAL CONCRETE ALL
MEMBER RELEASE
42 108 117 124 127 164 172 179 182 218 226 233 236 326 333 335 340 START MY MZ
46 108 117 129 131 164 172 184 186 218 226 238 240 322 325 326 333 338 344 -
346 END MY MZ
SUPPORTS
19 TO 36 FIXED
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Mass TITLE MASS
*****************100% DL in X
SELFWEIGHT X 1
MEMBER LOAD
23 TO 26 33 34 44 48 54 UNI GX 13
19 TO 22 27 TO 32 35 TO 43 45 TO 47 132 UNI GX 3.75
74 75 78 79 81 TO 83 85 86 88 TO 91 94 96 98 TO 102 108 110 112 115 117 120 -
129 133 134 137 138 140 TO 142 144 145 147 TO 150 152 TO 158 164 165 167 -
170 172 175 184 187 188 191 192 194 TO 196 198 199 201 TO 204 206 TO 212 -
218 219 221 224 226 229 238 UNI GX 13
76 77 80 84 87 93 103 TO 107 111 113 114 116 118 119 121 TO 128 130 135 136 -
139 143 146 151 159 TO 163 166 168 169 171 173 174 176 TO 183 185 189 190 -
193 197 200 205 213 TO 217 220 222 223 225 227 228 230 TO 237 -
239 UNI GX 7.8
115 117 170 172 224 226 UNI GX 4.6
295 296 303 304 306 TO 311 317 TO 319 326 TO 328 331 333 336 UNI GX 4.6
367 TO 370 UNI GX 5.625
312 314 TO 316 320 351 TO 354 UNI GX 10
34 88 123 130 147 178 185 201 232 239 339 UNI GX 11
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE 8.7 GX
_FLOORBALCONY ONE 4.7 GX
FLOOR LOAD
_LIVING FLOAD 4.7 GX
FLOOR LOAD
_ROOF2WAY FLOAD 5.5 GX
ONEWAY LOAD
_ROOF1WAY ONE 5.5 GX
FLOOR LOAD
_LIFTROM1 FLOAD 4.95 GX
_LIFTROOM2 FLOAD 4.325 GX
FLOOR LOAD
_OHT FLOAD 3.75 GX
_OHT FLOAD 15 GX
***************** 50% LL in X
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE 2 GX
_FLOORBALCONY ONE 2 GX
FLOOR LOAD
_LIVING FLOAD 2 GX
MEMBER LOAD
34 88 123 130 147 178 185 201 232 239 339 UNI GX 6
*****************100% DL in y
SELFWEIGHT Y 1
MEMBER LOAD
23 TO 26 33 34 44 48 54 UNI GY 13
19 TO 22 27 TO 32 35 TO 43 45 TO 47 132 UNI GY 3.75
74 75 78 79 81 TO 83 85 86 88 TO 91 94 96 98 TO 102 108 110 112 115 117 120 -
129 133 134 137 138 140 TO 142 144 145 147 TO 150 152 TO 158 164 165 167 -
170 172 175 184 187 188 191 192 194 TO 196 198 199 201 TO 204 206 TO 212 -
218 219 221 224 226 229 238 UNI GY 13
76 77 80 84 87 93 103 TO 107 111 113 114 116 118 119 121 TO 128 130 135 136 -
139 143 146 151 159 TO 163 166 168 169 171 173 174 176 TO 183 185 189 190 -
193 197 200 205 213 TO 217 220 222 223 225 227 228 230 TO 237 -
239 UNI GY 7.8
115 117 170 172 224 226 UNI GY 4.6
295 296 303 304 306 TO 311 317 TO 319 326 TO 328 331 333 336 UNI GY 4.6
367 TO 370 UNI GY 5.625
312 314 TO 316 320 351 TO 354 UNI GY 10
34 88 123 130 147 178 185 201 232 239 339 UNI GY 11
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE 8.7 GY
_FLOORBALCONY ONE 4.7 GY
FLOOR LOAD
_LIVING FLOAD 4.7 GY
FLOOR LOAD
_ROOF2WAY FLOAD 5.5 GY
ONEWAY LOAD
_ROOF1WAY ONE 5.5 GY
FLOOR LOAD
_LIFTROM1 FLOAD 4.95 GY
_LIFTROOM2 FLOAD 4.325 GY
FLOOR LOAD
_OHT FLOAD 3.75 GY
_OHT FLOAD 15 GY
***************** 50% LL in y
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE 2 GY
_FLOORBALCONY ONE 2 GY
FLOOR LOAD
_LIVING FLOAD 2 GY
MEMBER LOAD
34 88 123 130 147 178 185 201 232 239 339 UNI GY 6
*****************100% DL in z
SELFWEIGHT Z 1
MEMBER LOAD
23 TO 26 33 34 44 48 54 UNI GZ 13
19 TO 22 27 TO 32 35 TO 43 45 TO 47 132 UNI GZ 3.75
74 75 78 79 81 TO 83 85 86 88 TO 91 94 96 98 TO 102 108 110 112 115 117 120 -
129 133 134 137 138 140 TO 142 144 145 147 TO 150 152 TO 158 164 165 167 -
170 172 175 184 187 188 191 192 194 TO 196 198 199 201 TO 204 206 TO 212 -
218 219 221 224 226 229 238 UNI GZ 13
76 77 80 84 87 93 103 TO 107 111 113 114 116 118 119 121 TO 128 130 135 136 -
139 143 146 151 159 TO 163 166 168 169 171 173 174 176 TO 183 185 189 190 -
193 197 200 205 213 TO 217 220 222 223 225 227 228 230 TO 237 -
239 UNI GZ 7.8
115 117 170 172 224 226 UNI GZ 4.6
295 296 303 304 306 TO 311 317 TO 319 326 TO 328 331 333 336 UNI GZ 4.6
367 TO 370 UNI GZ 5.625
312 314 TO 316 320 351 TO 354 UNI GZ 10
34 88 123 130 147 178 185 201 232 239 339 UNI GZ 11
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE 8.7 GZ
_FLOORBALCONY ONE 4.7 GZ
FLOOR LOAD
_LIVING FLOAD 4.7 GZ
FLOOR LOAD
_ROOF2WAY FLOAD 5.5 GZ
ONEWAY LOAD
_ROOF1WAY ONE 5.5 GZ
FLOOR LOAD
_LIFTROM1 FLOAD 4.95 GZ
_LIFTROOM2 FLOAD 4.325 GZ
FLOOR LOAD
_OHT FLOAD 3.75 GZ
_OHT FLOAD 15 GZ
***************** 50% LL in z
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE 2 GZ
_FLOORBALCONY ONE 2 GZ
FLOOR LOAD
_LIVING FLOAD 2 GZ
MEMBER LOAD
34 88 123 130 147 178 185 201 232 239 339 UNI GZ 6
END DEFINE REFERENCE LOADS
DEFINE IS1893 2016 LOAD
ZONE 0.16 RF 3 I 1 SS 2 ST 1 DM 0.05

LOAD 1 LOADTYPE Dead TITLE DEAD
SELFWEIGHT Y -1
MEMBER LOAD
23 TO 26 33 34 44 48 54 UNI GY -13
19 TO 22 27 TO 32 35 TO 43 45 TO 47 132 UNI GY -3.75
74 75 78 79 81 TO 83 85 86 88 TO 91 94 96 98 TO 102 108 110 112 115 117 120 -
129 133 134 137 138 140 TO 142 144 145 147 TO 150 152 TO 158 164 165 167 -
170 172 175 184 187 188 191 192 194 TO 196 198 199 201 TO 204 206 TO 212 -
218 219 221 224 226 229 238 UNI GY -13
76 77 80 84 87 93 103 TO 107 111 113 114 116 118 119 121 TO 128 130 135 136 -
139 143 146 151 159 TO 163 166 168 169 171 173 174 176 TO 183 185 189 190 -
193 197 200 205 213 TO 217 220 222 223 225 227 228 230 TO 237 -
239 UNI GY -7.8
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE -8.7 GY
_FLOORBALCONY ONE -4.7 GY
FLOOR LOAD
_LIVING FLOAD -4.7 GY
MEMBER LOAD
115 117 170 172 224 226 UNI GY -4.6
295 296 303 304 306 TO 311 317 TO 319 326 TO 328 331 333 336 UNI GY -4.6
FLOOR LOAD
_ROOF2WAY FLOAD -5.5 GY
ONEWAY LOAD
_ROOF1WAY ONE -5.5 GY
MEMBER LOAD
312 314 TO 316 320 351 TO 354 UNI GY -10
FLOOR LOAD
_LIFTROM1 FLOAD -4.95 GY
_LIFTROOM2 FLOAD -4.325 GY
MEMBER LOAD
367 TO 370 UNI GY -5.625
FLOOR LOAD
_OHT FLOAD -3.75 GY
_OHT FLOAD -15 GY
MEMBER LOAD
34 88 123 130 147 178 185 201 232 239 339 UNI GY -11
LOAD 2 LOADTYPE Live TITLE LIVE
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE -2 GY
_FLOORBALCONY ONE -2 GY
FLOOR LOAD
_LIVING FLOAD -2 GY
MEMBER LOAD
34 88 123 130 147 178 185 201 232 239 339 UNI GY -6
LOAD 3 LOADTYPE Live TITLE ROOF LIVE
FLOOR LOAD
_ROOF2WAY FLOAD -1.5 GY
ONEWAY LOAD
_ROOF1WAY ONE -1.5 GY
FLOOR LOAD
_LIFTROM1 FLOAD -0.75 GY
_LIFTROOM2 FLOAD -0.75 GY
_OHT FLOAD -0.75 GY
LOAD 6 LOADTYPE Seismic TITLE RS_X
SPECTRUM CQC IS1893 2016 X 0.059 DAMP 0.05
SOIL TYPE 2
LOAD 7 LOADTYPE Seismic TITLE RS_Z
SPECTRUM CQC IS1893 2016 Z 0.059 DAMP 0.05
SOIL TYPE 2
LOAD COMB 101 1.5DL+1.5LL
1 1.5 2 1.5 3 1.5
LOAD COMB 102 1.3DL+ 1.3EQ(X)
1 1.3 6 1.3
LOAD COMB 103 1.3DL+1.3EQ(Z)
1 1.3 7 1.3
LOAD COMB 104 1.3DL+1.3EQ(-X)
1 1.3 6 -1.3
LOAD COMB 105 1.3DL+1.3EQ(-Z)
1 1.3 7 -1.3
LOAD COMB 106 1.2DL+1.2LL+1.2EQ(X)
1 1.2 2 1.2 3 1.2 6 1.2
LOAD COMB 107 1.2DL+1.2LL+1.2EQ(Z)
1 1.2 2 1.2 3 1.2 7 1.2
LOAD COMB 108 1.2DL+1.2LL+1.2EQ(-X)
1 1.2 2 1.2 3 1.2 6 -1.2
LOAD COMB 109 1.2DL+1.2LL+1.2EQ(-Z)
1 1.2 2 1.2 3 1.2 7 -1.2
LOAD COMB 110 1DL+1LL
1 1.0 2 1.0 3 1.0
LOAD COMB 111 1DL+1EQ(X)
1 1.0 6 1.0
LOAD COMB 112 1DL+1EQ(Z)
1 1.0 7 1.0
LOAD COMB 113 1DL+1EQ(-X)
1 1.0 6 -1.0
LOAD COMB 114 1DL+1EQ(-Z)
1 1.0 7 -1.0
LOAD COMB 115 1DL+1LL+1EQ(X)
1 1.0 2 1.0 3 1.0 6 1.0
LOAD COMB 116 1DL+1LL+1EQ(Z)
1 1.0 2 1.0 3 1.0 7 1.0
LOAD COMB 117 1DL+1LL+1EQ(-X)
1 1.0 2 1.0 3 1.0 6 -1.0
LOAD COMB 118 1DL+1LL+1EQ(-Z)
1 1.0 2 1.0 3 1.0 7 -1.0
PERFORM ANALYSIS PRINT ALL
DEFINE ENVELOPE
101 TO 109 ENVELOPE 1 TYPE STRENGTH
110 TO 118 ENVELOPE 2 TYPE SERVICEABILITY
END DEFINE ENVELOPE
PERFORM ANALYSIS PRINT ALL
LOAD LIST 101 TO 109
PERFORM ANALYSIS PRINT STATICS CHECK
PRINT ANALYSIS RESULTS
PRINT STORY DRIFT 0.002000
START CONCRETE DESIGN
CODE INDIAN
CLEAR 0.03 MEMB 19 TO 48 54 74 TO 91 93 94 96 98 TO 108 110 TO 240 -
295 TO 328 331 TO 340 342 344 TO 346 351 TO 354 359 TO 362 367 TO 370
CLEAR 0.04 MEMB 1 TO 18 58 TO 73 95 97 241 TO 294 347 TO 350 355 TO 358 363 -
364 TO 366
ELY 1.2 MEMB 1 TO 18 58 TO 73 95 97 241 TO 294 347 TO 350 355 TO 358 363 TO 366
ELZ 1.2 MEMB 1 TO 18 58 TO 73 95 97 241 TO 294 347 TO 350 355 TO 358 363 TO 366
FC 25000 ALL
FYMAIN 500000 ALL
FYSEC 500000 ALL
MAXMAIN 25 ALL
DESIGN BEAM 19 TO 48 54 74 TO 91 93 94 96 98 TO 108 110 TO 240 295 TO 328 -
331 TO 340 342 344 TO 346 351 TO 354 359 TO 362 367 TO 370
DESIGN COLUMN 1 TO 18 58 TO 73 95 97 241 TO 294 347 TO 350 355 TO 358 363 -
364 TO 366
END CONCRETE DESIGN
FINISH

c. Dynamic analysis without the use of reference load method

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 01-Dec-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
*Dynamic anlysis without reference load**
JOINT COORDINATES
1 0 0 0; 2 6.674 0 0; 3 -1.043 0 -4.553; 4 7.791 0 -4.553; 5 0.593 0 -4.553;
6 2.42 0 -4.553; 7 -1.043 0 -6.407; 8 0.593 0 -6.407; 9 2.42 0 -6.407;
10 -1.043 0 -8.464; 11 2.42 0 -8.464; 12 7.791 0 -7.682; 13 -1.043 0 -11.985;
14 1.193 0 -11.985; 15 7.791 0 -11.985; 16 -1.043 0 -15.1; 17 1.193 0 -15.1;
18 7.791 0 -15.1; 19 0 -2 0; 20 6.674 -2 0; 21 -1.043 -2 -4.553;
22 7.791 -2 -4.553; 23 0.593 -2 -4.553; 24 2.42 -2 -4.553; 25 -1.043 -2 -6.407;
26 0.593 -2 -6.407; 27 2.42 -2 -6.407; 28 -1.043 -2 -8.464; 29 2.42 -2 -8.464;
30 7.791 -2 -7.682; 31 -1.043 -2 -11.985; 32 1.193 -2 -11.985;
33 7.791 -2 -11.985; 34 -1.043 -2 -15.1; 35 1.193 -2 -15.1; 36 7.791 -2 -15.1;
37 -1.043 0 0; 38 7.791 0 0; 39 2.42 0 0; 40 2.42 0 -11.985; 45 2.42 0 -7.682;
47 0 3 0; 48 6.674 3 0; 49 -1.043 3 -4.553; 50 7.791 3 -4.553;
51 2.42 3 -4.553; 52 -1.043 3 -6.407; 53 2.42 3 -6.407; 54 -1.043 3 -8.464;
55 2.42 3 -8.464; 56 7.791 3 -7.682; 57 -1.043 3 -11.985; 58 1.193 3 -11.985;
59 7.791 3 -11.985; 60 -1.043 3 -15.1; 61 1.193 3 -15.1; 62 7.791 3 -15.1;
63 -1.043 3 0; 64 7.791 3 0; 65 0.593 3 -4.553; 66 0.593 3 -6.407;
67 1.469 3 -4.553; 68 1.469 3 0; 69 4.631 3 -4.553; 70 4.631 3 0;
72 7.791 3 1.349; 73 4.631 3 1.349; 74 7.791 3 -3.093; 75 4.631 3 -3.093;
76 1.469 3 0.9; 77 4.631 3 0.9; 78 4.02 3 -4.553; 80 4.02 3 -15.1;
81 4.02 3 -11.985; 82 4.02 3 -7.682; 83 7.791 3 -10.535; 84 4.02 3 -10.535;
85 4.02 3 -8.464; 86 4.02 3 -6.407; 87 0 6 0; 88 6.674 6 0; 89 -1.043 6 -4.553;
90 7.791 6 -4.553; 91 2.42 6 -4.553; 92 -1.043 6 -6.407; 93 2.42 6 -6.407;
94 -1.043 6 -8.464; 95 2.42 6 -8.464; 96 7.791 6 -7.682; 97 -1.043 6 -11.985;
98 1.193 6 -11.985; 99 7.791 6 -11.985; 100 -1.043 6 -15.1; 101 1.193 6 -15.1;
102 7.791 6 -15.1; 103 -1.043 6 0; 104 7.791 6 0; 105 0.593 6 -4.553;
106 0.593 6 -6.407; 107 1.469 6 -4.553; 108 1.469 6 0; 109 4.631 6 -4.553;
110 4.631 6 0; 111 7.791 6 1.349; 112 4.631 6 1.349; 113 7.791 6 -3.093;
114 4.631 6 -3.093; 115 1.469 6 0.9; 116 4.631 6 0.9; 117 4.02 6 -4.553;
118 4.02 6 -15.1; 119 4.02 6 -11.985; 120 4.02 6 -7.682; 121 7.791 6 -10.535;
122 4.02 6 -10.535; 123 4.02 6 -8.464; 124 4.02 6 -6.407; 125 0 9 0;
126 6.674 9 0; 127 -1.043 9 -4.553; 128 7.791 9 -4.553; 129 2.42 9 -4.553;
130 -1.043 9 -6.407; 131 2.42 9 -6.407; 132 -1.043 9 -8.464; 133 2.42 9 -8.464;
134 7.791 9 -7.682; 135 -1.043 9 -11.985; 136 1.193 9 -11.985;
137 7.791 9 -11.985; 138 -1.043 9 -15.1; 139 1.193 9 -15.1; 140 7.791 9 -15.1;
141 -1.043 9 0; 142 7.791 9 0; 143 0.593 9 -4.553; 144 0.593 9 -6.407;
145 1.469 9 -4.553; 146 1.469 9 0; 147 4.631 9 -4.553; 148 4.631 9 0;
149 7.791 9 1.349; 150 4.631 9 1.349; 151 7.791 9 -3.093; 152 4.631 9 -3.093;
153 1.469 9 0.9; 154 4.631 9 0.9; 155 4.02 9 -4.553; 156 4.02 9 -15.1;
157 4.02 9 -11.985; 158 4.02 9 -7.682; 159 7.791 9 -10.535; 160 4.02 9 -10.535;
161 4.02 9 -8.464; 162 4.02 9 -6.407; 163 0 12 0; 164 6.674 12 0;
165 -1.043 12 -4.553; 166 7.791 12 -4.553; 167 2.42 12 -4.553;
168 -1.043 12 -6.407; 169 2.42 12 -6.407; 170 -1.043 12 -8.464;
171 2.42 12 -8.464; 172 7.791 12 -7.682; 173 -1.043 12 -11.985;
174 1.193 12 -11.985; 175 7.791 12 -11.985; 176 -1.043 12 -15.1;
177 1.193 12 -15.1; 178 7.791 12 -15.1; 179 0.593 12 -4.553;
180 0.593 12 -6.407; 181 -1.043 12 0; 182 7.791 12 0; 183 1.469 12 -4.553;
184 1.469 12 0; 185 4.631 12 -4.553; 186 4.631 12 0; 187 7.791 12 1.349;
188 4.631 12 1.349; 191 1.469 12 0.9; 192 4.631 12 0.9; 193 4.02 12 -4.553;
194 4.02 12 -15.1; 195 4.02 12 -11.985; 196 4.02 12 -7.682; 199 4.02 12 -8.464;
200 4.02 12 -6.407; 201 2.42 14.5 -4.553; 202 2.42 14.5 -6.407;
203 0.593 14.5 -4.553; 204 0.593 14.5 -6.407; 205 2.42 17 -4.553;
206 2.42 17 -6.407; 207 0.593 17 -4.553; 208 0.593 17 -6.407;
209 7.791 13 -11.985; 210 7.791 13 -15.1; 211 4.02 13 -15.1;
212 4.02 13 -11.985;
MEMBER INCIDENCES
1 1 19; 2 2 20; 3 3 21; 4 4 22; 5 5 23; 6 6 24; 7 7 25; 8 8 26; 9 9 27;
10 10 28; 11 11 29; 12 12 30; 13 13 31; 14 14 32; 15 15 33; 16 16 34; 17 17 35;
18 18 36; 19 16 17; 20 17 18; 21 13 14; 22 14 40; 23 10 11; 24 7 8; 25 8 9;
26 3 5; 27 5 6; 28 6 4; 29 1 39; 30 37 1; 31 2 38; 32 37 3; 33 3 7; 34 7 10;
35 10 13; 36 13 16; 37 38 4; 38 4 12; 39 12 15; 40 15 18; 41 39 2; 42 39 6;
43 6 9; 44 9 45; 45 40 15; 46 11 40; 47 14 17; 48 5 8; 54 45 11; 58 1 47;
59 2 48; 60 3 49; 61 4 50; 62 6 51; 63 7 52; 64 9 53; 65 10 54; 66 11 55;
67 12 56; 68 13 57; 69 14 58; 70 15 59; 71 16 60; 72 17 61; 73 18 62; 74 60 61;
75 61 80; 76 57 58; 77 58 81; 78 54 55; 79 52 66; 80 49 65; 81 51 78; 82 47 68;
83 63 47; 84 48 64; 85 63 49; 86 64 74; 87 49 52; 88 52 54; 89 54 57; 90 57 60;
91 51 53; 93 58 61; 94 65 67; 95 5 65; 96 66 53; 97 8 66; 98 65 66; 99 50 56;
100 56 83; 101 59 62; 102 67 51; 103 68 70; 104 68 67; 105 69 50; 106 70 48;
107 70 75; 108 72 73; 110 72 64; 111 73 77; 112 74 50; 113 75 69; 114 75 74;
115 68 76; 116 77 70; 117 76 77; 118 78 69; 119 78 86; 120 80 62; 121 81 59;
122 81 80; 123 82 85; 124 82 56; 125 83 59; 126 84 81; 127 84 83; 128 85 84;
129 55 85; 130 86 82; 131 53 86; 132 45 12; 133 100 101; 134 101 118;
135 97 98; 136 98 119; 137 94 95; 138 92 106; 139 89 105; 140 91 117;
141 87 108; 142 103 87; 143 88 104; 144 103 89; 145 104 113; 146 89 92;
147 92 94; 148 94 97; 149 97 100; 150 91 93; 151 98 101; 152 105 107;
153 106 93; 154 105 106; 155 90 96; 156 96 121; 157 99 102; 158 107 91;
159 108 110; 160 108 107; 161 109 90; 162 110 88; 163 110 114; 164 111 112;
165 111 104; 166 112 116; 167 113 90; 168 114 109; 169 114 113; 170 108 115;
171 116 110; 172 115 116; 173 117 109; 174 117 124; 175 118 102; 176 119 99;
177 119 118; 178 120 123; 179 120 96; 180 121 99; 181 122 119; 182 122 121;
183 123 122; 184 95 123; 185 124 120; 186 93 124; 187 138 139; 188 139 156;
189 135 136; 190 136 157; 191 132 133; 192 130 144; 193 127 143; 194 129 155;
195 125 146; 196 141 125; 197 126 142; 198 141 127; 199 142 151; 200 127 130;
201 130 132; 202 132 135; 203 135 138; 204 129 131; 205 136 139; 206 143 145;
207 144 131; 208 143 144; 209 128 134; 210 134 159; 211 137 140; 212 145 129;
213 146 148; 214 146 145; 215 147 128; 216 148 126; 217 148 152; 218 149 150;
219 149 142; 220 150 154; 221 151 128; 222 152 147; 223 152 151; 224 146 153;
225 154 148; 226 153 154; 227 155 147; 228 155 162; 229 156 140; 230 157 137;
231 157 156; 232 158 161; 233 158 134; 234 159 137; 235 160 157; 236 160 159;
237 161 160; 238 133 161; 239 162 158; 240 131 162; 241 47 87; 242 48 88;
243 49 89; 244 50 90; 245 51 91; 246 52 92; 247 53 93; 248 54 94; 249 55 95;
250 56 96; 251 57 97; 252 58 98; 253 59 99; 254 60 100; 255 61 101; 256 62 102;
257 65 105; 258 66 106; 259 87 125; 260 88 126; 261 89 127; 262 90 128;
263 91 129; 264 92 130; 265 93 131; 266 94 132; 267 95 133; 268 96 134;
269 97 135; 270 98 136; 271 99 137; 272 100 138; 273 101 139; 274 102 140;
275 105 143; 276 106 144; 277 125 163; 278 126 164; 279 127 165; 280 128 166;
281 129 167; 282 130 168; 283 131 169; 284 132 170; 285 133 171; 286 134 172;
287 135 173; 288 136 174; 289 137 175; 290 138 176; 291 139 177; 292 140 178;
293 143 179; 294 144 180; 295 176 177; 296 177 194; 297 173 174; 298 174 195;
299 170 171; 300 168 180; 301 165 179; 302 167 193; 303 163 184; 304 181 163;
305 164 182; 306 181 165; 307 182 166; 308 165 168; 309 168 170; 310 170 173;
311 173 176; 312 167 169; 313 174 177; 314 179 183; 315 180 169; 316 179 180;
317 166 172; 318 172 175; 319 175 178; 320 183 167; 321 184 186; 322 184 183;
323 185 166; 324 186 164; 325 186 185; 326 187 188; 327 187 182; 328 188 192;
331 184 191; 332 192 186; 333 191 192; 334 193 185; 335 193 200; 336 194 178;
337 195 175; 338 195 194; 339 196 199; 340 196 172; 342 195 199; 344 171 199;
345 200 196; 346 169 200; 347 167 201; 348 169 202; 349 179 203; 350 180 204;
351 201 202; 352 203 201; 353 204 202; 354 203 204; 355 201 205; 356 202 206;
357 203 207; 358 204 208; 359 205 206; 360 207 205; 361 208 206; 362 207 208;
363 175 209; 364 178 210; 365 194 211; 366 195 212; 367 212 209; 368 209 210;
369 210 211; 370 212 211;
START GROUP DEFINITION
MEMBER
_GFBWPLINTH 23 TO 26 33 34 44 48 54
_GFNONBWPLI 19 TO 22 27 TO 32 35 TO 43 45 TO 47 132
_FLOOR230BRICK 74 75 78 79 81 TO 83 85 86 88 TO 91 94 96 98 TO 102 108 110 -
112 115 117 120 129 133 134 137 138 140 TO 142 144 145 147 TO 150 -
152 TO 158 164 165 167 170 172 175 184 187 188 191 192 194 TO 196 198 199 -
201 TO 204 206 TO 212 218 219 221 224 226 229 238
_FLOOR115BRICK 76 77 80 84 87 93 103 TO 107 111 113 114 116 118 119 -
121 TO 128 130 135 136 139 143 146 151 159 TO 163 166 168 169 171 173 174 -
176 TO 183 185 189 190 193 197 200 205 213 TO 217 220 222 223 225 227 228 -
230 TO 237 239
_BALCONY 115 117 170 172 224 226
FLOOR
_FLOORSUNEKN1WAY 84 105 106 108 110 TO 114 116 121 125 TO 127 143 161 162 -
164 TO 169 171 176 180 TO 182 197 215 216 218 TO 223 225 230 234 TO 236
_FLOORBALCONY 103 115 TO 117 159 170 TO 172 213 224 TO 226
_LIVING 74 TO 87 89 TO 91 93 94 98 TO 107 113 114 118 TO 124 126 TO 131 133 -
134 TO 146 148 TO 152 154 TO 163 168 169 173 TO 179 181 TO 200 202 TO 206 -
208 TO 217 222 223 227 TO 233 235 TO 240
_ROOF2WAY 295 TO 308 310 TO 314 316 TO 325 334 TO 340 342 344 TO 346
_ROOF1WAY 305 321 324 326 TO 328 331 TO 333
_LIFTROM1 351 TO 354
_LIFTROOM2 359 TO 362
_OHT 367 TO 370
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
19 TO 48 54 132 PRIS YD 0.375 ZD 0.23
75 78 TO 90 94 96 99 TO 108 110 TO 113 115 116 118 120 124 125 129 131 134 -
137 TO 149 152 153 155 TO 168 170 171 173 175 179 180 184 186 188 -
191 TO 203 206 207 209 TO 222 224 225 227 229 233 234 238 240 296 TO 311 -
314 315 317 TO 328 331 332 334 TO 340 342 344 TO 346 365 -
366 PRIS YD 0.45 ZD 0.23
74 91 93 98 114 119 122 123 126 TO 128 130 133 150 151 154 169 174 177 178 -
181 TO 183 185 187 204 205 208 223 228 231 232 235 TO 237 239 295 312 313 -
316 351 TO 354 359 TO 362 367 TO 370 PRIS YD 0.375 ZD 0.23
76 77 121 135 136 176 189 190 230 PRIS YD 0.525 ZD 0.23
117 172 226 333 PRIS YD 0.14 ZD 0.23
3 5 7 8 60 63 95 97 243 246 257 258 261 264 275 276 279 282 293 294 349 350 -
357 358 PRIS YD 0.23 ZD 0.375
10 11 65 66 248 TO 251 254 TO 256 266 TO 269 272 TO 274 284 TO 287 -
290 TO 292 364 PRIS YD 0.23 ZD 0.45
241 242 244 252 253 259 260 262 270 271 277 278 280 288 289 -
363 PRIS YD 0.23 ZD 0.525
MEMBER PROPERTY AMERICAN
6 9 62 64 245 247 263 265 281 283 347 348 355 356 PRIS YD 0.23 ZD 0.45
1 2 4 14 15 58 59 61 69 70 PRIS YD 0.3 ZD 0.52
MEMBER PROPERTY
12 13 16 TO 18 67 68 71 TO 73 PRIS YD 0.3 ZD 0.45
CONSTANTS
BETA 90 MEMB 1 2 4 TO 11 14 17 18 58 59 61 TO 66 69 72 73 95 97 241 242 244 -
245 TO 249 252 255 TO 260 262 TO 267 270 273 TO 278 280 TO 285 288 -
291 TO 294 347 TO 350 355 TO 358 364 TO 366
MATERIAL CONCRETE ALL
MEMBER RELEASE
42 108 117 124 127 164 172 179 182 218 226 233 236 326 333 335 340 START MY MZ
46 108 117 129 131 164 172 184 186 218 226 238 240 322 325 326 333 338 344 -
346 END MY MZ
SUPPORTS
19 TO 36 FIXED
DEFINE IS1893 2016 LOAD
ZONE 0.16 RF 3 I 1 SS 2 ST 1 DM 0.05
SELFWEIGHT 1
FLOOR WEIGHT
_LIVING FLOAD 0.5
_FLOORSUNEKN1WAY FLOAD 0.5
_FLOORBALCONY FLOAD 0.5
_ROOF2WAY FLOAD 5.5
_ROOF1WAY FLOAD 5.5
_OHT FLOAD 18.75
_LIVING FLOAD 4.7
_LIFTROOM2 FLOAD 4.325
_LIFTROM1 FLOAD 4.95
_FLOORSUNEKN1WAY FLOAD 8.7
_FLOORBALCONY FLOAD 4.7
MEMBER WEIGHT
23 TO 26 33 34 44 48 54 UNI 13
19 TO 22 27 TO 32 35 TO 43 45 TO 47 132 UNI 3.75
74 75 78 79 81 TO 83 85 86 88 TO 91 94 96 98 TO 102 108 110 112 115 117 120 -
129 133 134 137 138 140 TO 142 144 145 147 TO 150 152 TO 158 164 165 167 -
170 172 175 184 187 188 191 192 194 TO 196 198 199 201 TO 204 206 TO 212 -
218 219 221 224 226 229 238 UNI 13
76 77 80 84 87 93 103 TO 107 111 113 114 116 118 119 121 TO 128 130 135 136 -
139 143 146 151 159 TO 163 166 168 169 171 173 174 176 TO 183 185 189 190 -
193 197 200 205 213 TO 217 220 222 223 225 227 228 230 TO 237 239 UNI 7.8
115 117 170 172 224 226 UNI 4.6
295 296 303 304 306 TO 311 317 TO 319 326 TO 328 331 333 336 UNI 4.6
367 TO 370 UNI 5.625
312 314 TO 316 320 351 TO 354 UNI 10
34 88 123 130 147 178 185 201 232 239 339 UNI 11
LOAD 1 LOADTYPE Dead TITLE DEAD
SELFWEIGHT Y -1
MEMBER LOAD
23 TO 26 33 34 44 48 54 UNI GY -13
19 TO 22 27 TO 32 35 TO 43 45 TO 47 132 UNI GY -3.75
74 75 78 79 81 TO 83 85 86 88 TO 91 94 96 98 TO 102 108 110 112 115 117 120 -
129 133 134 137 138 140 TO 142 144 145 147 TO 150 152 TO 158 164 165 167 -
170 172 175 184 187 188 191 192 194 TO 196 198 199 201 TO 204 206 TO 212 -
218 219 221 224 226 229 238 UNI GY -13
76 77 80 84 87 93 103 TO 107 111 113 114 116 118 119 121 TO 128 130 135 136 -
139 143 146 151 159 TO 163 166 168 169 171 173 174 176 TO 183 185 189 190 -
193 197 200 205 213 TO 217 220 222 223 225 227 228 230 TO 237 -
239 UNI GY -7.8
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE -8.7 GY
_FLOORBALCONY ONE -4.7 GY
FLOOR LOAD
_LIVING FLOAD -4.7 GY
MEMBER LOAD
115 117 170 172 224 226 UNI GY -4.6
295 296 303 304 306 TO 311 317 TO 319 326 TO 328 331 333 336 UNI GY -4.6
FLOOR LOAD
_ROOF2WAY FLOAD -5.5 GY
ONEWAY LOAD
_ROOF1WAY ONE -5.5 GY
MEMBER LOAD
312 314 TO 316 320 351 TO 354 UNI GY -10
FLOOR LOAD
_LIFTROM1 FLOAD -4.95 GY
_LIFTROOM2 FLOAD -4.325 GY
MEMBER LOAD
367 TO 370 UNI GY -5.625
FLOOR LOAD
_OHT FLOAD -3.75 GY
_OHT FLOAD -15 GY
MEMBER LOAD
34 88 123 130 147 178 185 201 232 239 339 UNI GY -11
LOAD 2 LOADTYPE Live TITLE LIVE
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE -2 GY
_FLOORBALCONY ONE -2 GY
FLOOR LOAD
_LIVING FLOAD -2 GY
MEMBER LOAD
34 88 123 130 147 178 185 201 232 239 339 UNI GY -6
LOAD 3 LOADTYPE Live TITLE ROOF LIVE
FLOOR LOAD
_ROOF2WAY FLOAD -1.5 GY
ONEWAY LOAD
_ROOF1WAY ONE -1.5 GY
FLOOR LOAD
_LIFTROM1 FLOAD -0.75 GY
_LIFTROOM2 FLOAD -0.75 GY
_OHT FLOAD -0.75 GY
LOAD 6 LOADTYPE Seismic TITLE RS_X
SELFWEIGHT X 1
MEMBER LOAD
23 TO 26 33 34 44 48 54 UNI GX 13
19 TO 22 27 TO 32 35 TO 43 45 TO 47 132 UNI GX 3.75
74 75 78 79 81 TO 83 85 86 88 TO 91 94 96 98 TO 102 108 110 112 115 117 120 -
129 133 134 137 138 140 TO 142 144 145 147 TO 150 152 TO 158 164 165 167 -
170 172 175 184 187 188 191 192 194 TO 196 198 199 201 TO 204 206 TO 212 -
218 219 221 224 226 229 238 UNI GX 13
76 77 80 84 87 93 103 TO 107 111 113 114 116 118 119 121 TO 128 130 135 136 -
139 143 146 151 159 TO 163 166 168 169 171 173 174 176 TO 183 185 189 190 -
193 197 200 205 213 TO 217 220 222 223 225 227 228 230 TO 237 -
239 UNI GX 7.8
115 117 170 172 224 226 UNI GX 4.6
295 296 303 304 306 TO 311 317 TO 319 326 TO 328 331 333 336 UNI GX 4.6
367 TO 370 UNI GX 5.625
312 314 TO 316 320 351 TO 354 UNI GX 10
34 88 123 130 147 178 185 201 232 239 339 UNI GX 11
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE 8.7 GX
_FLOORBALCONY ONE 4.7 GX
FLOOR LOAD
_LIVING FLOAD 4.7 GX
FLOOR LOAD
_ROOF2WAY FLOAD 5.5 GX
ONEWAY LOAD
_ROOF1WAY ONE 5.5 GX
FLOOR LOAD
_LIFTROM1 FLOAD 4.95 GX
_LIFTROOM2 FLOAD 4.325 GX
FLOOR LOAD
_OHT FLOAD 3.75 GX
_OHT FLOAD 15 GX
***************** 50% LL in X
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE 2 GX
_FLOORBALCONY ONE 2 GX
FLOOR LOAD
_LIVING FLOAD 2 GX
MEMBER LOAD
34 88 123 130 147 178 185 201 232 239 339 UNI GX 6
SELFWEIGHT Z 1
MEMBER LOAD
23 TO 26 33 34 44 48 54 UNI GZ 13
19 TO 22 27 TO 32 35 TO 43 45 TO 47 132 UNI GZ 3.75
74 75 78 79 81 TO 83 85 86 88 TO 91 94 96 98 TO 102 108 110 112 115 117 120 -
129 133 134 137 138 140 TO 142 144 145 147 TO 150 152 TO 158 164 165 167 -
170 172 175 184 187 188 191 192 194 TO 196 198 199 201 TO 204 206 TO 212 -
218 219 221 224 226 229 238 UNI GZ 13
76 77 80 84 87 93 103 TO 107 111 113 114 116 118 119 121 TO 128 130 135 136 -
139 143 146 151 159 TO 163 166 168 169 171 173 174 176 TO 183 185 189 190 -
193 197 200 205 213 TO 217 220 222 223 225 227 228 230 TO 237 -
239 UNI GZ 7.8
115 117 170 172 224 226 UNI GZ 4.6
295 296 303 304 306 TO 311 317 TO 319 326 TO 328 331 333 336 UNI GZ 4.6
367 TO 370 UNI GZ 5.625
312 314 TO 316 320 351 TO 354 UNI GZ 10
34 88 123 130 147 178 185 201 232 239 339 UNI GZ 11
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE 8.7 GZ
_FLOORBALCONY ONE 4.7 GZ
FLOOR LOAD
_LIVING FLOAD 4.7 GZ
FLOOR LOAD
_ROOF2WAY FLOAD 5.5 GZ
ONEWAY LOAD
_ROOF1WAY ONE 5.5 GZ
FLOOR LOAD
_LIFTROM1 FLOAD 4.95 GZ
_LIFTROOM2 FLOAD 4.325 GZ
FLOOR LOAD
_OHT FLOAD 3.75 GZ
_OHT FLOAD 15 GZ
***************** 50% LL in z
ONEWAY LOAD
_FLOORSUNEKN1WAY ONE 2 GZ
_FLOORBALCONY ONE 2 GZ
FLOOR LOAD
_LIVING FLOAD 2 GZ
MEMBER LOAD
34 88 123 130 147 178 185 201 232 239 339 UNI GZ 6
SPECTRUM CQC IS1893 2016 X 0.059 DAMP 0.05
SOIL TYPE 2
LOAD 7 LOADTYPE Seismic TITLE RS_Z
SPECTRUM CQC IS1893 2016 Z 0.059 DAMP 0.05
SOIL TYPE 2
LOAD COMB 101 1.5DL+1.5LL
1 1.5 2 1.5 3 1.5
LOAD COMB 102 1.3DL+ 1.3EQ(X)
1 1.3 6 1.3
LOAD COMB 103 1.3DL+1.3EQ(Z)
1 1.3 7 1.3
LOAD COMB 104 1.3DL+1.3EQ(-X)
1 1.3 6 -1.3
LOAD COMB 105 1.3DL+1.3EQ(-Z)
1 1.3 7 -1.3
LOAD COMB 106 1.2DL+1.2LL+1.2EQ(X)
1 1.2 2 1.2 3 1.2 6 1.2
LOAD COMB 107 1.2DL+1.2LL+1.2EQ(Z)
1 1.2 2 1.2 3 1.2 7 1.2
LOAD COMB 108 1.2DL+1.2LL+1.2EQ(-X)
1 1.2 2 1.2 3 1.2 6 -1.2
LOAD COMB 109 1.2DL+1.2LL+1.2EQ(-Z)
1 1.2 2 1.2 3 1.2 7 -1.2
LOAD COMB 110 1DL+1LL
1 1.0 2 1.0 3 1.0
LOAD COMB 111 1DL+1EQ(X)
1 1.0 6 1.0
LOAD COMB 112 1DL+1EQ(Z)
1 1.0 7 1.0
LOAD COMB 113 1DL+1EQ(-X)
1 1.0 6 -1.0
LOAD COMB 114 1DL+1EQ(-Z)
1 1.0 7 -1.0
LOAD COMB 115 1DL+1LL+1EQ(X)
1 1.0 2 1.0 3 1.0 6 1.0
LOAD COMB 116 1DL+1LL+1EQ(Z)
1 1.0 2 1.0 3 1.0 7 1.0
LOAD COMB 117 1DL+1LL+1EQ(-X)
1 1.0 2 1.0 3 1.0 6 -1.0
LOAD COMB 118 1DL+1LL+1EQ(-Z)
1 1.0 2 1.0 3 1.0 7 -1.0
PERFORM ANALYSIS PRINT ALL
DEFINE ENVELOPE
101 TO 109 ENVELOPE 1 TYPE STRENGTH
110 TO 118 ENVELOPE 2 TYPE SERVICEABILITY
END DEFINE ENVELOPE
*PERFORM ANALYSIS PRINT ALL
LOAD LIST 101 TO 109
*PERFORM ANALYSIS PRINT STATICS CHECK
PRINT ANALYSIS RESULTS
PRINT STORY DRIFT 0.002000

START CONCRETE DESIGN
CODE INDIAN
CLEAR 0.03 MEMB 19 TO 48 54 74 TO 91 93 94 96 98 TO 108 110 TO 240 -
295 TO 328 331 TO 340 342 344 TO 346 351 TO 354 359 TO 362 367 TO 370
CLEAR 0.04 MEMB 1 TO 18 58 TO 73 95 97 241 TO 294 347 TO 350 355 TO 358 363 -
364 TO 366
ELY 1.2 MEMB 1 TO 18 58 TO 73 95 97 241 TO 294 347 TO 350 355 TO 358 363 TO 366
ELZ 1.2 MEMB 1 TO 18 58 TO 73 95 97 241 TO 294 347 TO 350 355 TO 358 363 TO 366
FC 25000 ALL
FYMAIN 500000 ALL
FYSEC 500000 ALL
MAXMAIN 25 ALL
DESIGN BEAM 19 TO 48 54 74 TO 91 93 94 96 98 TO 108 110 TO 240 295 TO 328 -
331 TO 340 342 344 TO 346 351 TO 354 359 TO 362 367 TO 370
DESIGN COLUMN 1 TO 18 58 TO 73 95 97 241 TO 294 347 TO 350 355 TO 358 363 -
364 TO 366
END CONCRETE DESIGN
FINISH

2. Why results with respect to static and dynamic vary much ?
Some Members in static method requires less steel while in dynamic analysis its quite large
If i have freedom to use both which will be more economical ?
And if i did any mistake in dynamic analysis kindly let me know

3. In dynamic analysis with respect to reference load case vary much with both results
In above two methods (Dynamic analysis) which is the correct dynamic analysis method ?
Is it really needed to give floor diaphragm command in dynamic analysis ?

abhilashdoss sudhakar's Activities

seismic analysis dynamic and static difference

Ely and Elz parameter

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