STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 28-Jun-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 -1 0; 2 0 -1 2; 3 3 -1 2; 4 3 -1 0; 5 0 0 0; 6 0 0 2; 7 3 0 2; 8 3 0 0;
13 1.5 2.2 2; 14 1.5 2.2 0; 15 -0.6 2 0; 16 -0.6 2 2; 17 3.6 2 2; 18 3.6 2 0;
19 1.5 2.2 -0.6; 20 -0.6 2 -0.6; 21 3.6 2 -0.6; 22 1.5 2.2 2.6; 23 -0.6 2 2.6;
24 3.6 2 2.6; 25 0 2.05714 0; 26 3 2.05714 0; 27 0 2.05714 2; 28 3 2.05714 2;
29 -0.6 2 -0.28; 30 -0.39 2.02 -0.28; 31 -0.39 2.02 -0.6; 32 -0.6 2 0.04;
33 -0.39 2.02 0.04; 34 -0.6 2 0.36; 35 -0.39 2.02 0.36; 36 -0.6 2 0.68;
37 -0.39 2.02 0.68; 38 -0.6 2 1; 39 -0.39 2.02 1; 40 -0.6 2 1.32;
41 -0.39 2.02 1.32; 42 -0.6 2 1.64; 43 -0.39 2.02 1.64; 44 -0.6 2 1.96;
45 -0.39 2.02 1.96; 46 -0.6 2 2.28; 47 -0.39 2.02 2.28; 48 -0.39 2.02 2.6;
49 -0.18 2.04 -0.28; 50 -0.18 2.04 -0.6; 51 -0.18 2.04 0.04;
52 -0.18 2.04 0.36; 53 -0.18 2.04 0.68; 54 -0.18 2.04 1; 55 -0.18 2.04 1.32;
56 -0.18 2.04 1.64; 57 -0.18 2.04 1.96; 58 -0.18 2.04 2.28; 59 -0.18 2.04 2.6;
60 0.0300001 2.06 -0.28; 61 0.0300001 2.06 -0.6; 62 0.0300001 2.06 0.04;
63 0.0300001 2.06 0.36; 64 0.0300001 2.06 0.68; 65 0.03 2.06 1;
66 0.0300001 2.06 1.32; 67 0.03 2.06 1.64; 68 0.03 2.06 1.96;
69 0.03 2.06 2.28; 70 0.03 2.06 2.6; 71 0.24 2.08 -0.28; 72 0.24 2.08 -0.6;
73 0.24 2.08 0.04; 74 0.24 2.08 0.36; 75 0.24 2.08 0.68; 76 0.24 2.08 1;
77 0.24 2.08 1.32; 78 0.24 2.08 1.64; 79 0.24 2.08 1.96; 80 0.24 2.08 2.28;
81 0.24 2.08 2.6; 82 0.45 2.1 -0.28; 83 0.45 2.1 -0.6; 84 0.45 2.1 0.0399999;
85 0.45 2.1 0.36; 86 0.45 2.1 0.68; 87 0.45 2.1 1; 88 0.45 2.1 1.32;
89 0.45 2.1 1.64; 90 0.45 2.1 1.96; 91 0.45 2.1 2.28; 92 0.45 2.1 2.6;
93 0.66 2.12 -0.28; 94 0.66 2.12 -0.6; 95 0.66 2.12 0.0399999;
96 0.66 2.12 0.36; 97 0.66 2.12 0.68; 98 0.66 2.12 1; 99 0.66 2.12 1.32;
100 0.66 2.12 1.64; 101 0.66 2.12 1.96; 102 0.66 2.12 2.28; 103 0.66 2.12 2.6;
104 0.87 2.14 -0.28; 105 0.87 2.14 -0.6; 106 0.87 2.14 0.0399999;
107 0.87 2.14 0.36; 108 0.87 2.14 0.68; 109 0.87 2.14 1; 110 0.87 2.14 1.32;
111 0.87 2.14 1.64; 112 0.87 2.14 1.96; 113 0.87 2.14 2.28; 114 0.87 2.14 2.6;
115 1.08 2.16 -0.28; 116 1.08 2.16 -0.6; 117 1.08 2.16 0.0399999;
118 1.08 2.16 0.36; 119 1.08 2.16 0.68; 120 1.08 2.16 1; 121 1.08 2.16 1.32;
122 1.08 2.16 1.64; 123 1.08 2.16 1.96; 124 1.08 2.16 2.28; 125 1.08 2.16 2.6;
126 1.29 2.18 -0.28; 127 1.29 2.18 -0.6; 128 1.29 2.18 0.04;
129 1.29 2.18 0.36; 130 1.29 2.18 0.68; 131 1.29 2.18 1; 132 1.29 2.18 1.32;
133 1.29 2.18 1.64; 134 1.29 2.18 1.96; 135 1.29 2.18 2.28; 136 1.29 2.18 2.6;
137 1.5 2.2 -0.28; 138 1.5 2.2 0.04; 139 1.5 2.2 0.36; 140 1.5 2.2 0.68;
141 1.5 2.2 1; 142 1.5 2.2 1.32; 143 1.5 2.2 1.64; 144 1.5 2.2 1.96;
145 1.5 2.2 2.28; 146 1.71 2.18 -0.6; 147 1.71 2.18 -0.28; 148 1.92 2.16 -0.6;
149 1.92 2.16 -0.28; 150 2.13 2.14 -0.6; 151 2.13 2.14 -0.28;
152 2.34 2.12 -0.6; 153 2.34 2.12 -0.28; 154 2.55 2.1 -0.6; 155 2.55 2.1 -0.28;
156 2.76 2.08 -0.6; 157 2.76 2.08 -0.28; 158 2.97 2.06 -0.6;
159 2.97 2.06 -0.28; 160 3.18 2.04 -0.6; 161 3.18 2.04 -0.28;
162 3.39 2.02 -0.6; 163 3.39 2.02 -0.28; 164 3.6 2 -0.28; 165 1.71 2.18 0.04;
166 1.92 2.16 0.04; 167 2.13 2.14 0.0399999; 168 2.34 2.12 0.0399999;
169 2.55 2.1 0.0399999; 170 2.76 2.08 0.0399999; 171 2.97 2.06 0.0399999;
172 3.18 2.04 0.0399999; 173 3.39 2.02 0.0399999; 174 3.6 2 0.0399999;
175 1.71 2.18 0.36; 176 1.92 2.16 0.36; 177 2.13 2.14 0.36; 178 2.34 2.12 0.36;
179 2.55 2.1 0.36; 180 2.76 2.08 0.36; 181 2.97 2.06 0.36; 182 3.18 2.04 0.36;
183 3.39 2.02 0.36; 184 3.6 2 0.36; 185 1.71 2.18 0.68; 186 1.92 2.16 0.68;
187 2.13 2.14 0.68; 188 2.34 2.12 0.68; 189 2.55 2.1 0.68; 190 2.76 2.08 0.68;
191 2.97 2.06 0.68; 192 3.18 2.04 0.68; 193 3.39 2.02 0.68; 194 3.6 2 0.68;
195 1.71 2.18 1; 196 1.92 2.16 1; 197 2.13 2.14 1; 198 2.34 2.12 1;
199 2.55 2.1 1; 200 2.76 2.08 1; 201 2.97 2.06 1; 202 3.18 2.04 1;
203 3.39 2.02 1; 204 3.6 2 1; 205 1.71 2.18 1.32; 206 1.92 2.16 1.32;
207 2.13 2.14 1.32; 208 2.34 2.12 1.32; 209 2.55 2.1 1.32; 210 2.76 2.08 1.32;
211 2.97 2.06 1.32; 212 3.18 2.04 1.32; 213 3.39 2.02 1.32; 214 3.6 2 1.32;
215 1.71 2.18 1.64; 216 1.92 2.16 1.64; 217 2.13 2.14 1.64; 218 2.34 2.12 1.64;
219 2.55 2.1 1.64; 220 2.76 2.08 1.64; 221 2.97 2.06 1.64; 222 3.18 2.04 1.64;
223 3.39 2.02 1.64; 224 3.6 2 1.64; 225 1.71 2.18 1.96; 226 1.92 2.16 1.96;
227 2.13 2.14 1.96; 228 2.34 2.12 1.96; 229 2.55 2.1 1.96; 230 2.76 2.08 1.96;
231 2.97 2.06 1.96; 232 3.18 2.04 1.96; 233 3.39 2.02 1.96; 234 3.6 2 1.96;
235 1.71 2.18 2.28; 236 1.92 2.16 2.28; 237 2.13 2.14 2.28; 238 2.34 2.12 2.28;
239 2.55 2.1 2.28; 240 2.76 2.08 2.28; 241 2.97 2.06 2.28; 242 3.18 2.04 2.28;
243 3.39 2.02 2.28; 244 3.6 2 2.28; 245 1.71 2.18 2.6; 246 1.92 2.16 2.6;
247 2.13 2.14 2.6; 248 2.34 2.12 2.6; 249 2.55 2.1 2.6; 250 2.76 2.08 2.6;
251 2.97 2.06 2.6; 252 3.18 2.04 2.6; 253 3.39 2.02 2.6;
MEMBER INCIDENCES
1 5 6; 2 6 7; 3 7 8; 4 8 5; 9 1 5; 10 5 25; 11 2 6; 12 6 27; 13 3 7; 14 7 28;
15 4 8; 16 8 26; 19 14 138; 22 13 27; 23 14 25; 24 14 26; 25 13 28; 28 25 15;
29 26 18; 32 27 16; 33 28 17; 34 25 27; 35 26 28; 127 138 139; 129 139 140;
131 140 141; 133 141 142; 135 142 143; 137 143 144; 139 144 13;
ELEMENT INCIDENCES SHELL
36 20 29 30 31; 37 29 32 33 30; 38 32 34 35 33; 39 34 36 37 35; 40 36 38 39 37;
41 38 40 41 39; 42 40 42 43 41; 43 42 44 45 43; 44 44 46 47 45; 45 46 23 48 47;
46 31 30 49 50; 47 30 33 51 49; 48 33 35 52 51; 49 35 37 53 52; 50 37 39 54 53;
51 39 41 55 54; 52 41 43 56 55; 53 43 45 57 56; 54 45 47 58 57; 55 47 48 59 58;
56 50 49 60 61; 57 49 51 62 60; 58 51 52 63 62; 59 52 53 64 63; 60 53 54 65 64;
61 54 55 66 65; 62 55 56 67 66; 63 56 57 68 67; 64 57 58 69 68; 65 58 59 70 69;
66 61 60 71 72; 67 60 62 73 71; 68 62 63 74 73; 69 63 64 75 74; 70 64 65 76 75;
71 65 66 77 76; 72 66 67 78 77; 73 67 68 79 78; 74 68 69 80 79; 75 69 70 81 80;
76 72 71 82 83; 77 71 73 84 82; 78 73 74 85 84; 79 74 75 86 85; 80 75 76 87 86;
81 76 77 88 87; 82 77 78 89 88; 83 78 79 90 89; 84 79 80 91 90; 85 80 81 92 91;
86 83 82 93 94; 87 82 84 95 93; 88 84 85 96 95; 89 85 86 97 96; 90 86 87 98 97;
91 87 88 99 98; 92 88 89 100 99; 93 89 90 101 100; 94 90 91 102 101;
95 91 92 103 102; 96 94 93 104 105; 97 93 95 106 104; 98 95 96 107 106;
99 96 97 108 107; 100 97 98 109 108; 101 98 99 110 109; 102 99 100 111 110;
103 100 101 112 111; 104 101 102 113 112; 105 102 103 114 113;
106 105 104 115 116; 107 104 106 117 115; 108 106 107 118 117;
109 107 108 119 118; 110 108 109 120 119; 111 109 110 121 120;
112 110 111 122 121; 113 111 112 123 122; 114 112 113 124 123;
115 113 114 125 124; 116 116 115 126 127; 117 115 117 128 126;
118 117 118 129 128; 119 118 119 130 129; 120 119 120 131 130;
121 120 121 132 131; 122 121 122 133 132; 123 122 123 134 133;
124 123 124 135 134; 125 124 125 136 135; 126 127 126 137 19;
128 126 128 138 137; 130 128 129 139 138; 132 129 130 140 139;
134 130 131 141 140; 136 131 132 142 141; 138 132 133 143 142;
140 133 134 144 143; 141 134 135 145 144; 142 135 136 22 145;
143 19 146 147 137; 144 146 148 149 147; 145 148 150 151 149;
146 150 152 153 151; 147 152 154 155 153; 148 154 156 157 155;
149 156 158 159 157; 150 158 160 161 159; 151 160 162 163 161;
152 162 21 164 163; 153 137 147 165 138; 154 147 149 166 165;
155 149 151 167 166; 156 151 153 168 167; 157 153 155 169 168;
158 155 157 170 169; 159 157 159 171 170; 160 159 161 172 171;
161 161 163 173 172; 162 163 164 174 173; 163 138 165 175 139;
164 165 166 176 175; 165 166 167 177 176; 166 167 168 178 177;
167 168 169 179 178; 168 169 170 180 179; 169 170 171 181 180;
170 171 172 182 181; 171 172 173 183 182; 172 173 174 184 183;
173 139 175 185 140; 174 175 176 186 185; 175 176 177 187 186;
176 177 178 188 187; 177 178 179 189 188; 178 179 180 190 189;
179 180 181 191 190; 180 181 182 192 191; 181 182 183 193 192;
182 183 184 194 193; 183 140 185 195 141; 184 185 186 196 195;
185 186 187 197 196; 186 187 188 198 197; 187 188 189 199 198;
188 189 190 200 199; 189 190 191 201 200; 190 191 192 202 201;
191 192 193 203 202; 192 193 194 204 203; 193 141 195 205 142;
194 195 196 206 205; 195 196 197 207 206; 196 197 198 208 207;
197 198 199 209 208; 198 199 200 210 209; 199 200 201 211 210;
200 201 202 212 211; 201 202 203 213 212; 202 203 204 214 213;
203 142 205 215 143; 204 205 206 216 215; 205 206 207 217 216;
206 207 208 218 217; 207 208 209 219 218; 208 209 210 220 219;
209 210 211 221 220; 210 211 212 222 221; 211 212 213 223 222;
212 213 214 224 223; 213 143 215 225 144; 214 215 216 226 225;
215 216 217 227 226; 216 217 218 228 227; 217 218 219 229 228;
218 219 220 230 229; 219 220 221 231 230; 220 221 222 232 231;
221 222 223 233 232; 222 223 224 234 233; 223 144 225 235 145;
224 225 226 236 235; 225 226 227 237 236; 226 227 228 238 237;
227 228 229 239 238; 228 229 230 240 239; 229 230 231 241 240;
230 231 232 242 241; 231 232 233 243 242; 232 233 234 244 243;
233 145 235 245 22; 234 235 236 246 245; 235 236 237 247 246;
236 237 238 248 247; 237 238 239 249 248; 238 239 240 250 249;
239 240 241 251 250; 240 241 242 252 251; 241 242 243 253 252;
242 243 244 24 253;
MEMBER PROPERTY
9 TO 16 PRIS YD 0.3 ZD 0.3
1 TO 4 19 22 TO 25 28 29 32 TO 35 127 129 131 133 135 137 -
139 PRIS YD 0.3 ZD 0.2
ELEMENT PROPERTY
36 TO 126 128 130 132 134 136 138 140 TO 242 THICKNESS 0.125
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
G 9.28139e+06
TYPE CONCRETE
STRENGTH FCU 20700
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 4 FIXED
DEFINE WIND LOAD
TYPE 1 WIND 
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2016:PARAMS 75.000 m/sec 0.000 m 0 1 2 0 0.000 ft 0.000 ft 0.000 ft 1 -
2 2.200 m 3.000 m 2.000 m 2.000 0.010 0 0 0 0 0 0 0.575 1.000 1.000 0.850 -
1.000 0 0 0 0 0.900 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 2.141 2.141 HEIG  0  4.572
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.076 NA 2 NV 1.5
MEMBER WEIGHT
1 TO 4 UNI -6.08
LOAD 1 LOADTYPE Seismic-H  TITLE SEISMIC X
UBC LOAD X 1
LOAD 2 LOADTYPE Seismic-H  TITLE SEISMIC Z
UBC LOAD Z 1
LOAD 3 LOADTYPE Wind  TITLE WIND X
WIND LOAD X 1 TYPE 1 YR 0 10
LOAD 4 LOADTYPE Wind  TITLE WIND Z
WIND LOAD Z 1 TYPE 1 YR 0 10
LOAD 5 LOADTYPE Dead  TITLE DEAD 
SELFWEIGHT Y -1 LIST 1 TO 4 9 TO 16 19 22 TO 25 28 29 32 TO 35
MEMBER LOAD
1 TO 4 UNI GY -6.08
LOAD 6 LOADTYPE Roof Live  TITLE LIVE
ELEMENT LOAD
36 TO 126 128 130 132 134 136 138 140 TO 242 PR GY -0.5
LOAD COMB 7 COMB - 1.4 Dead
5 1.4 
LOAD COMB 8 COMB - 1.2 Dead + 0.5 Roof Live
5 1.2 6 0.5 
LOAD COMB 9 COMB - 1.2 Dead
5 1.2 
LOAD COMB 10 COMB - 1.2 Dead + 1.6 Roof Live
5 1.2 6 1.6 
LOAD COMB 11 COMB - 1.2 Dead + 1.6 Roof Live + 0.8 Wind (1)
5 1.2 6 1.6 3 0.8 
LOAD COMB 12 COMB - 1.2 Dead + 1.6 Roof Live + 0.8 Wind (2)
5 1.2 6 1.6 4 0.8 
LOAD COMB 13 COMB - 1.2 Dead + 0.8 Wind (1)
5 1.2 3 0.8 
LOAD COMB 14 COMB - 1.2 Dead + 0.8 Wind (2)
5 1.2 4 0.8 
LOAD COMB 15 COMB - 1.2 Dead + 0.5 Roof Live + 1.6 Wind (1)
5 1.2 6 0.5 3 1.6 
LOAD COMB 16 COMB - 1.2 Dead + 0.5 Roof Live + 1.6 Wind (2)
5 1.2 6 0.5 4 1.6 
LOAD COMB 17 COMB - 1.2 Dead + 1.6 Wind (1)
5 1.2 3 1.6 
LOAD COMB 18 COMB - 1.2 Dead + 1.6 Wind (2)
5 1.2 4 1.6 
LOAD COMB 19 COMB - 1.2 Dead + 1 Seismic-H (1)
5 1.2 1 1.0 
LOAD COMB 20 COMB - 1.2 Dead + 1 Seismic-H (2)
5 1.2 2 1.0 
LOAD COMB 21 COMB - 0.9 Dead + 1.6 Wind (1)
5 0.9 3 1.6 
LOAD COMB 22 COMB - 0.9 Dead + 1.6 Wind (2)
5 0.9 4 1.6 
LOAD COMB 23 COMB - 0.9 Dead + 1 Seismic-H (1)
5 0.9 1 1.0 
LOAD COMB 24 COMB - 0.9 Dead + 1 Seismic-H (2)
5 0.9 2 1.0 
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE ACI
FC 27579.2 MEMB 1 TO 4 9 TO 16 19 22 TO 25 28 29 32 TO 35
FYMAIN 413688 MEMB 1 TO 4 9 TO 16 19 22 TO 25 28 29 32 TO 35
FYSEC 413688 ALL
MAXMAIN 22 ALL
MINMAIN 10 ALL
MINSEC 10 ALL
REINF 0 ALL
TRACK 2 ALL
TRN 0 ALL
DESIGN BEAM 1 TO 4 19 22 TO 25 28 29 32 TO 35 127 129 131 133 135 137 139
DESIGN COLUMN 9 TO 16
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
