STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 09-May-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
2 5 3.5 0; 4 10 3.5 0; 6 15 3.5 0; 8 20 3.5 0; 10 25 3.5 0; 12 5 3.5 5;
14 10 3.5 5; 16 15 3.5 5; 18 20 3.5 5; 20 25 3.5 5; 22 0 3.5 10; 24 5 3.5 10;
26 10 3.5 10; 28 15 3.5 10; 30 20 3.5 10; 32 25 3.5 10; 34 0 3.5 13;
36 5 3.5 13; 38 10 3.5 13; 40 20 3.5 13; 42 25 3.5 13; 44 5 3.5 18.85;
46 10 3.5 18.85; 48 13.5 3.5 18.85; 50 0 3.5 5; 52 2.8 3.5 5; 54 10 3.5 22.35;
56 0 3.5 0; 58 15 3.5 13; 59 15.2321 3.5 14.5; 60 20 3.5 14.5; 61 25 3.5 14.5;
62 15.2321 3.5 18.85; 63 15.2321 3.5 19.2675; 64 10.9895 3.5 23.5101;
65 7.64645 3.5 22.7036; 66 10 3.5 23.2714; 67 2.8 3.5 0; 68 13.7121 3.5 13;
69 15.2321 3.5 13; 70 0 3.5 14.8; 71 3.91823 3.5 18.85; 72 9.64645 3.5 22.7036;
74 5 7 0; 75 10 7 0; 76 15 7 0; 77 20 7 0; 78 25 7 0; 79 5 7 5; 80 10 7 5;
81 15 7 5; 82 20 7 5; 83 25 7 5; 84 0 7 10; 85 5 7 10; 86 10 7 10; 87 15 7 10;
88 20 7 10; 89 25 7 10; 90 0 7 13; 91 5 7 13; 92 10 7 13; 93 20 7 13;
94 25 7 13; 95 5 7 18.85; 96 10 7 18.85; 97 13.5 7 18.85; 98 0 7 5; 99 2.8 7 5;
100 10 7 22.35; 101 0 7 0; 102 15 7 13; 103 15.2321 7 14.5; 104 20 7 14.5;
105 25 7 14.5; 106 15.2321 7 18.85; 107 15.2321 7 19.2675;
108 10.9895 7 23.5101; 109 7.64645 7 22.7036; 110 10 7 23.2714; 111 2.8 7 0;
112 13.7121 7 13; 113 15.2321 7 13; 114 0 7 14.8; 115 3.91823 7 18.85;
116 9.64645 7 22.7036; 118 5 10.5 0; 119 10 10.5 0; 120 15 10.5 0;
121 20 10.5 0; 122 25 10.5 0; 123 5 10.5 5; 124 10 10.5 5; 125 15 10.5 5;
126 20 10.5 5; 127 25 10.5 5; 128 0 10.5 10; 129 5 10.5 10; 130 10 10.5 10;
131 15 10.5 10; 132 20 10.5 10; 133 25 10.5 10; 134 0 10.5 13; 135 5 10.5 13;
136 10 10.5 13; 137 20 10.5 13; 138 25 10.5 13; 139 0 10.5 5; 140 2.8 10.5 5;
141 0 10.5 0; 142 15 10.5 13; 143 2.8 10.5 0; 144 5 10.5 -1; 145 10 10.5 -1;
146 15 10.5 -1; 147 20 10.5 -1; 148 25 10.5 -1; 149 0 10.5 -1; 150 0 10.5 14;
151 5 10.5 14; 152 10 10.5 14; 153 20 10.5 14; 154 25 10.5 14; 155 15 10.5 14;
1001 0 0 0; 1002 0 0 5; 1003 0 0 10; 1004 0 0 13; 1005 2.8 0 5; 1006 5 0 0;
1007 5 0 5; 1008 5 0 10; 1009 5 0 13; 1010 5 0 18.85; 1011 10 0 0; 1012 10 0 5;
1013 10 0 10; 1014 10 0 13; 1015 10 0 18.85; 1016 10 0 22.35;
1017 13.5 0 18.85; 1018 15 0 0; 1019 15 0 5; 1020 15 0 10; 1021 15 0 13;
1022 20 0 0; 1023 20 0 5; 1024 20 0 10; 1025 20 0 13; 1026 25 0 0; 1027 25 0 5;
1028 25 0 10; 1029 25 0 13; 1030 13.7121 3.5 18.85; 1031 13.7121 7 18.85;
MEMBER INCIDENCES
1 1006 2; 2 1011 4; 3 1018 6; 4 1022 8; 5 1026 10; 6 1007 12; 7 1012 14;
8 1019 16; 9 1023 18; 10 1027 20; 11 1003 22; 12 1008 24; 13 1013 26;
14 1020 28; 15 1024 30; 16 1028 32; 17 1004 34; 18 1009 36; 19 1014 38;
20 1025 40; 21 1029 42; 22 1010 44; 23 1015 46; 24 1017 48; 25 1002 50;
26 1005 52; 27 1016 54; 28 1001 56; 29 1021 58; 30 59 60; 31 60 61; 32 59 62;
33 62 63; 34 63 64; 35 65 66; 36 66 64; 37 2 4; 38 4 6; 39 6 8; 40 8 10;
41 12 14; 42 14 16; 43 16 18; 44 18 20; 45 22 24; 46 24 26; 47 26 28; 48 28 30;
49 30 32; 50 34 36; 51 36 38; 52 40 42; 53 44 46; 54 46 48; 55 50 52; 56 52 12;
57 48 54; 58 56 50; 59 50 22; 60 2 12; 61 12 24; 62 4 14; 63 14 26; 64 6 16;
65 16 28; 66 8 18; 67 18 30; 68 10 20; 69 20 32; 70 22 34; 71 24 36; 72 26 38;
73 28 58; 74 30 40; 75 32 42; 76 36 44; 77 38 46; 78 46 54; 79 56 67; 80 67 2;
81 38 68; 82 68 58; 83 58 69; 84 69 40; 85 67 52; 86 69 59; 87 70 71; 88 71 65;
89 65 72; 90 68 1030; 91 71 44; 92 48 1030; 93 54 72; 95 34 70; 96 54 66;
97 40 60; 98 42 61; 99 2 74; 100 4 75; 101 6 76; 102 8 77; 103 10 78;
104 12 79; 105 14 80; 106 16 81; 107 18 82; 108 20 83; 109 22 84; 110 24 85;
111 26 86; 112 28 87; 113 30 88; 114 32 89; 115 34 90; 116 36 91; 117 38 92;
118 40 93; 119 42 94; 120 44 95; 121 46 96; 122 48 97; 123 50 98; 124 52 99;
125 54 100; 126 56 101; 127 58 102; 128 103 104; 129 104 105; 130 103 106;
131 106 107; 132 107 108; 133 109 110; 134 110 108; 135 74 75; 136 75 76;
137 76 77; 138 77 78; 139 79 80; 140 80 81; 141 81 82; 142 82 83; 143 84 85;
144 85 86; 145 86 87; 146 87 88; 147 88 89; 148 90 91; 149 91 92; 150 93 94;
151 95 96; 152 96 97; 153 98 99; 154 99 79; 155 97 100; 156 101 98; 157 98 84;
158 74 79; 159 79 85; 160 75 80; 161 80 86; 162 76 81; 163 81 87; 164 77 82;
165 82 88; 166 78 83; 167 83 89; 168 84 90; 169 85 91; 170 86 92; 171 87 102;
172 88 93; 173 89 94; 174 91 95; 175 92 96; 176 96 100; 177 101 111;
178 111 74; 179 92 112; 180 112 102; 181 102 113; 182 113 93; 183 111 99;
184 113 103; 185 114 115; 186 115 109; 187 109 116; 188 112 1031; 189 115 95;
190 97 1031; 191 100 116; 193 90 114; 194 100 110; 195 93 104; 196 94 105;
197 74 118; 198 75 119; 199 76 120; 200 77 121; 201 78 122; 202 79 123;
203 80 124; 204 81 125; 205 82 126; 206 83 127; 207 84 128; 208 85 129;
209 86 130; 210 87 131; 211 88 132; 212 89 133; 213 90 134; 214 91 135;
215 92 136; 216 93 137; 217 94 138; 218 98 139; 219 99 140; 220 101 141;
221 102 142; 222 118 119; 223 119 120; 224 120 121; 225 121 122; 226 123 124;
227 124 125; 228 125 126; 229 126 127; 230 128 129; 231 129 130; 232 130 131;
233 131 132; 234 132 133; 235 134 135; 236 135 136; 237 137 138; 238 139 140;
239 140 123; 240 141 139; 241 139 128; 242 118 123; 243 123 129; 244 119 124;
245 124 130; 246 120 125; 247 125 131; 248 121 126; 249 126 132; 250 122 127;
251 127 133; 252 128 134; 253 129 135; 254 130 136; 255 131 142; 256 132 137;
257 133 138; 258 141 143; 259 143 118; 260 136 142; 261 142 137; 262 143 140;
263 144 118; 264 145 119; 265 146 120; 266 147 121; 267 148 122; 268 149 141;
269 144 145; 270 145 146; 271 146 147; 272 147 148; 273 149 144; 274 134 150;
275 135 151; 276 136 152; 277 137 153; 278 138 154; 279 142 155; 280 150 151;
281 151 152; 282 153 154; 283 152 155; 284 155 153; 286 1030 62; 288 1031 106;
START GROUP DEFINITION
JOINT
_1001 118 TO 121
_1002 123 TO 126
_1003 129 TO 132
_1004 135 TO 137 142
FLOOR
_2F_1WAY 30 TO 32 52 56 60 80 82 TO 86 90 97 98 286
_2F_2WAY 33 TO 79 81 TO 85 87 TO 93 95 96 286
_3F_1WAY 128 TO 130 150 154 158 178 180 TO 184 188 195 196 288
_3F_2WAY 131 TO 177 179 TO 183 185 TO 191 193 194 288
_RB_1WAY 239 242 259 262
_RB_2WAY 222 TO 258 260 TO 262
_RBOH_1WAY 222 TO 225 235 TO 237 258 TO 261 263 TO 284
_2F_CLASSROOM 37 TO 44 46 TO 48 60 TO 68
_2F_OFFICE 44 45 48 TO 57 59 61 67 69 TO 71 73 TO 78 81 83 84 87 TO 93 95
_2F_CORRIDOR 33 TO 36 46 47 51 57 71 TO 73 81 82 89 92 93 96 286
_2F_CORRID_1WAY 30 TO 32 52 82 TO 84 86 90 97 98 286
_2F_CR 56 60 80 85
_3F_COMPLAB 135 TO 142 144 TO 147 158 TO 167
_3F_OFFICE 143 148 153 154 157 159 168 169
_3F_CORRIDOR 144 TO 147 149 150 169 TO 173 179 TO 182
_3F_ROOFDECK 131 TO 134 148 149 151 152 155 174 TO 176 179 185 TO 191 193 -
194 288
_3F_RD_1WAY 128 TO 130 150 180 TO 182 184 188 195 196 288
_3F_CR 154 158 178 183
MEMBER
_2F_ST 55 79
_3F_ST 153 177
_2F_W1 37 TO 40 52 57 TO 59 68 TO 70 75 79 80 82 TO 84 87 TO 90 92 93 95
_2F_W2 44 TO 51 53 56 60 61 64 65 67 71 73 74 76 78 81 85 91
_3F_W1 135 TO 138 148 TO 150 156 157 166 TO 168 173 177 TO 182
_3F_W2 143 TO 147 154 158 TO 165 169 183
_RB_W1 267 TO 274 278 280 TO 284
_RB_W2 240 241 250 TO 252 257
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
ISOTROPIC CONCRETE_21MPA
E 2.1538e+07
POISSON 0.17
DENSITY 23.6
ALPHA 1e-05
DAMP 0.05
G 9.28141e+06
TYPE CONCRETE
STRENGTH FCU 21000
END DEFINE MATERIAL
MEMBER PROPERTY
1 TO 29 99 TO 127 197 TO 221 PRIS YD 0.55 ZD 0.55
37 TO 84 91 TO 93 95 TO 98 135 TO 182 189 TO 191 193 TO 196 286 -
288 PRIS YD 0.5 ZD 0.35
222 TO 261 263 TO 268 274 TO 279 PRIS YD 0.4 ZD 0.35
30 TO 36 85 TO 90 128 TO 134 183 TO 188 262 PRIS YD 0.4 ZD 0.3
269 TO 273 280 TO 284 PRIS YD 0.3 ZD 0.25
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1001 TO 1029 FIXED
MEMBER RELEASE
30 TO 36 85 TO 90 128 TO 134 183 TO 188 269 TO 273 280 TO 284 START MP 0.99
30 TO 36 85 TO 90 128 TO 134 183 TO 188 269 TO 273 280 TO 284 END MP 0.99
MEMBER OFFSET
37 TO 84 91 TO 93 95 TO 98 135 TO 182 189 TO 191 193 TO 196 286 -
288 START 0 -0.25 0
37 TO 84 91 TO 93 95 TO 98 135 TO 182 189 TO 191 193 TO 196 286 -
288 END 0 -0.25 0
30 TO 36 85 TO 90 128 TO 134 183 TO 188 222 TO 268 274 TO 279 START 0 -0.2 0
30 TO 36 85 TO 90 128 TO 134 183 TO 188 222 TO 268 274 TO 279 END 0 -0.2 0
269 TO 273 280 TO 284 START 0 -0.15 0
269 TO 273 280 TO 284 END 0 -0.15 0
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
ONEWAY LOAD
_2F_1WAY ONE -2.36 GY
FLOOR LOAD
_2F_2WAY FLOAD -2.36 GY
ONEWAY LOAD
_3F_1WAY ONE -2.36 GY
FLOOR LOAD
_3F_2WAY FLOAD -2.36 GY
ONEWAY LOAD
_RBOH_1WAY ONE -2.36 GY
_RB_1WAY ONE -0.4 GY
FLOOR LOAD
_RB_2WAY FLOAD -0.4 GY
MEMBER LOAD
_2F_W1 UNI GY -7.35
_2F_W2 UNI GY -3.5
_2F_ST UNI GY -12
_3F_W1 UNI GY -7.35
_3F_W2 UNI GY -3.5
_3F_ST UNI GY -12
_RB_W2 UNI GY -1.25
_RB_W1 UNI GY -1.68
JOINT LOAD
_1001 FX 0 FY -11.885 FZ 0 MX 0 MY 0 MZ 0
_1002 FX 0 FY -36.018 FZ 0 MX 0 MY 0 MZ 0
_1003 FX 0 FY -16.404 FZ 0 MX 0 MY 0 MZ 0
_1004 FX 0 FY -11.364 FZ 0 MX 0 MY 0 MZ 0
LOAD R2 LOADTYPE Live  TITLE LL
FLOOR LOAD
_2F_CLASSROOM FLOAD -1.9 GY
_2F_OFFICE FLOAD -4.8 GY
_2F_CORRIDOR FLOAD -4.8 GY
ONEWAY LOAD
_2F_CORRID_1WAY ONE -4.8 GY
_2F_CR ONE -2.4 GY
FLOOR LOAD
_3F_COMPLAB FLOAD -4.8 GY
_3F_OFFICE FLOAD -4.8 GY
_3F_CORRIDOR FLOAD -4.8 GY
_3F_ROOFDECK FLOAD -1 GY
ONEWAY LOAD
_3F_RD_1WAY ONE -1 GY
_3F_CR ONE -2.4 GY
MEMBER LOAD
_2F_ST UNI GY -12
_3F_ST UNI GY -12
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 2 TYPE RIG HEI 3.5 JOINT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 -
36 38 40 42 44 46 48 50 52 54 56 58 TO 72 1030
DIA 3 TYPE RIG HEI 7 JOINT 74 TO 116 1031
CHECK SOFT STORY ASCE7
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.058 PX 0.399 PZ 0.399 NA 1.28 NV 1.04
REFERENCE LOAD Y
R1 1.0 R2 0.25 
LOAD 1 LOADTYPE Seismic  TITLE EQ+X+E
UBC LOAD X 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE EQ+X-E
UBC LOAD X 1 DEC 1 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Seismic  TITLE EQ-X+E
UBC LOAD X -1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE Seismic  TITLE EQ-X-E
UBC LOAD X -1 DEC 1 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 5 LOADTYPE Seismic  TITLE EQ+Z+E
UBC LOAD Z 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 6 LOADTYPE Seismic  TITLE EQ+Z-E
UBC LOAD Z 1 DEC 1 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 7 LOADTYPE Seismic  TITLE EQ-Z+E
UBC LOAD Z -1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 8 LOADTYPE Seismic  TITLE EQ-Z-E
UBC LOAD Z -1 DEC 1 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 9 LOADTYPE Dead  TITLE DL
REFERENCE LOAD
R1 1.0 
LOAD 10 LOADTYPE Live  TITLE LL
REFERENCE LOAD
R2 1.0 
LOAD 11 LOADTYPE Roof Live  TITLE LLR
MEMBER LOAD
_RB_W2 UNI GY -2.5
JOINT LOAD
_1001 FX 0 FY -11.094 FZ 0 MX 0 MY 0 MZ 0
_1002 FX 0 FY -32.931 FZ 0 MX 0 MY 0 MZ 0
_1003 FX 0 FY -15.003 FZ 0 MX 0 MY 0 MZ 0
_1004 FX 0 FY -10.615 FZ 0 MX 0 MY 0 MZ 0
LOAD COMB 101 ULC, 1.4 DEAD
9 1.4 
LOAD COMB 102 ULC, 1.2 DEAD + 1.6 LIVE + 0.5 ROOF LIVE
9 1.2 10 1.6 11 0.5 
LOAD COMB 103 ULC, 1.2 DEAD + 0.5 LIVE + 1.6 ROOF LIVE
9 1.2 10 0.5 11 1.6 
LOAD COMB 104 ULC, 1.2 DEAD + 1.6 ROOF LIVE
9 1.2 11 1.6 
LOAD COMB 105 ULC, 1.2 DEAD + 0.5 LIVE + 0.5 ROOF LIVE
9 1.2 10 0.5 11 0.5 
LOAD COMB 106 ULC, 0.9 DEAD
9 0.9 
LOAD COMB 107 ULC, 1.68 DEAD + 0.5 LIVE + 1 SEISMIC (1)
9 1.68 10 0.5 1 1.0 
LOAD COMB 108 ULC, 1.68 DEAD + 0.5 LIVE + 1 SEISMIC (2)
9 1.68 10 0.5 2 1.0 
LOAD COMB 109 ULC, 1.68 DEAD + 0.5 LIVE + 1 SEISMIC (3)
9 1.68 10 0.5 3 1.0 
LOAD COMB 110 ULC, 1.68 DEAD + 0.5 LIVE + 1 SEISMIC (4)
9 1.68 10 0.5 4 1.0 
LOAD COMB 111 ULC, 1.68 DEAD + 0.5 LIVE + 1 SEISMIC (5)
9 1.68 10 0.5 5 1.0 
LOAD COMB 112 ULC, 1.68 DEAD + 0.5 LIVE + 1 SEISMIC (6)
9 1.68 10 0.5 6 1.0 
LOAD COMB 113 ULC, 1.68 DEAD + 0.5 LIVE + 1 SEISMIC (7)
9 1.68 10 0.5 7 1.0 
LOAD COMB 114 ULC, 1.68 DEAD + 0.5 LIVE + 1 SEISMIC (8)
9 1.68 10 0.5 8 1.0 
LOAD COMB 115 ULC, 1.38 DEAD + 1 SEISMIC (1)
9 1.38 1 1.0 
LOAD COMB 116 ULC, 1.38 DEAD + 1 SEISMIC (2)
9 1.38 2 1.0 
LOAD COMB 117 ULC, 1.38 DEAD + 1 SEISMIC (3)
9 1.38 3 1.0 
LOAD COMB 118 ULC, 1.38 DEAD + 1 SEISMIC (4)
9 1.38 4 1.0 
LOAD COMB 119 ULC, 1.38 DEAD + 1 SEISMIC (5)
9 1.38 5 1.0 
LOAD COMB 120 ULC, 1.38 DEAD + 1 SEISMIC (6)
9 1.38 6 1.0 
LOAD COMB 121 ULC, 1.38 DEAD + 1 SEISMIC (7)
9 1.38 7 1.0 
LOAD COMB 122 ULC, 1.38 DEAD + 1 SEISMIC (8)
9 1.38 8 1.0 
LOAD COMB 123 ULC, 0.42 DEAD + 1 SEISMIC (1)
9 0.42 1 1.0 
LOAD COMB 124 ULC, 0.42 DEAD + 1 SEISMIC (2)
9 0.42 2 1.0 
LOAD COMB 125 ULC, 0.42 DEAD + 1 SEISMIC (3)
9 0.42 3 1.0 
LOAD COMB 126 ULC, 0.42 DEAD + 1 SEISMIC (4)
9 0.42 4 1.0 
LOAD COMB 127 ULC, 0.42 DEAD + 1 SEISMIC (5)
9 0.42 5 1.0 
LOAD COMB 128 ULC, 0.42 DEAD + 1 SEISMIC (6)
9 0.42 6 1.0 
LOAD COMB 129 ULC, 0.42 DEAD + 1 SEISMIC (7)
9 0.42 7 1.0 
LOAD COMB 130 ULC, 0.42 DEAD + 1 SEISMIC (8)
9 0.42 8 1.0 
LOAD COMB 201 ULC, 1.2 DEAD + 1.6 ROOF LIVE
9 1.2 11 1.6 
LOAD COMB 202 ULC, 1.2 DEAD + 0.5 LIVE + 0.5 ROOF LIVE
9 1.2 10 0.5 11 0.5 
LOAD COMB 203 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (1)
9 1.2 10 0.5 1 1.0 
LOAD COMB 204 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (2)
9 1.2 10 0.5 2 1.0 
LOAD COMB 205 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (3)
9 1.2 10 0.5 3 1.0 
LOAD COMB 206 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (4)
9 1.2 10 0.5 4 1.0 
LOAD COMB 207 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (5)
9 1.2 10 0.5 5 1.0 
LOAD COMB 208 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (6)
9 1.2 10 0.5 6 1.0 
LOAD COMB 209 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (7)
9 1.2 10 0.5 7 1.0 
LOAD COMB 210 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (8)
9 1.2 10 0.5 8 1.0 
LOAD COMB 211 ULC, 0.9 DEAD
9 0.9 
LOAD COMB 212 ULC, 0.9 DEAD + 1 SEISMIC (1)
9 0.9 1 1.0 
LOAD COMB 213 ULC, 0.9 DEAD + 1 SEISMIC (2)
9 0.9 2 1.0 
LOAD COMB 214 ULC, 0.9 DEAD + 1 SEISMIC (3)
9 0.9 3 1.0 
LOAD COMB 215 ULC, 0.9 DEAD + 1 SEISMIC (4)
9 0.9 4 1.0 
LOAD COMB 216 ULC, 0.9 DEAD + 1 SEISMIC (5)
9 0.9 5 1.0 
LOAD COMB 217 ULC, 0.9 DEAD + 1 SEISMIC (6)
9 0.9 6 1.0 
LOAD COMB 218 ULC, 0.9 DEAD + 1 SEISMIC (7)
9 0.9 7 1.0 
LOAD COMB 219 ULC, 0.9 DEAD + 1 SEISMIC (8)
9 0.9 8 1.0 
PERFORM ANALYSIS
LOAD LIST 201 TO 219
PRINT STORY DRIFT 0.004200
FINISH
