Sir,
I analysed same model and same loading in three different way:
1. I added PERFORM ANALYSIS and CHANGE command after every seismic load and used load combination and run P Delta analysis:
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 21-Apr-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KN
JOINT COORDINATES
1 0 0 0; 2 17.25 0 0; 3 25 0 0; 4 0 0 13; 5 5.5 0 13; 6 17.25 0 13;
7 5.5 0 21.25; 8 17.25 0 21.25; 9 5.5 0 27.0833; 10 34.25 0 5.75;
11 34.25 0 27.0833; 12 21.5 0 27.0833; 13 34.25 0 39.8333; 14 21.5 0 39.8333;
15 11.75 0 35.5833; 16 -3.91107e-007 -5.90551 0;
17 17.25 -5.90551 -3.91107e-007; 18 25 -5.90551 0; 19 0 -5.90551 13;
20 5.5 -5.90551 13; 21 17.25 -5.90551 13; 22 5.5 -5.90551 21.25;
23 17.25 -5.90551 21.25; 24 5.5 -5.90551 27.0833; 25 34.25 -5.90551 5.75;
26 34.25 -5.90551 27.0833; 27 21.5 -5.90551 27.0833; 28 34.25 -5.90551 39.8333;
29 21.5 -5.90551 39.8333; 30 11.75 -5.90551 35.5833; 31 17.25 0 5.75;
32 25 0 5.75; 33 21.5 0 35.5833; 34 11.75 0 27.0833; 35 0 10.4987 0;
36 17.25 10.4987 0; 37 25 10.4987 0; 38 0 10.4987 13; 39 5.5 10.4987 13;
40 17.25 10.4987 13; 41 5.5 10.4987 21.25; 42 17.25 10.4987 21.25;
43 5.5 10.4987 27.0833; 44 34.25 10.4987 5.75; 45 34.25 10.4987 27.0833;
46 21.5 10.4987 27.0833; 47 34.25 10.4987 39.8333; 48 21.5 10.4987 39.8333;
49 11.75 10.4987 35.5833; 50 17.25 10.4987 5.75; 51 25 10.4987 5.75;
52 21.5 10.4987 35.5833; 53 11.75 10.4987 27.0833; 54 34.25 10.4987 21.25;
55 5.5 5.34122 21.25; 56 5.5 5.34122 13; 57 0 20.9974 0; 58 17.25 20.9974 0;
59 25 20.9974 0; 60 0 20.9974 13; 61 5.5 20.9974 13; 62 17.25 20.9974 13;
63 5.5 20.9974 21.25; 64 17.25 20.9974 21.25; 65 5.5 20.9974 27.0833;
66 34.25 20.9974 5.75; 67 34.25 20.9974 27.0833; 68 21.5 20.9974 27.0833;
69 34.25 20.9974 39.8333; 70 21.5 20.9974 39.8333; 71 11.75 20.9974 35.5833;
72 17.25 20.9974 5.75; 73 25 20.9974 5.75; 74 21.5 20.9974 35.5833;
75 11.75 20.9974 27.0833; 76 34.25 20.9974 21.25; 77 5.5 15.8399 21.25;
78 5.5 15.8399 13; 79 0 31.4961 0; 80 17.25 31.4961 0; 81 25 31.4961 0;
82 0 31.4961 13; 83 5.5 31.4961 13; 84 17.25 31.4961 13; 85 5.5 31.4961 21.25;
86 17.25 31.4961 21.25; 87 5.5 31.4961 27.0833; 88 34.25 31.4961 5.75;
89 34.25 31.4961 27.0833; 90 21.5 31.4961 27.0833; 91 34.25 31.4961 39.8333;
92 21.5 31.4961 39.8333; 93 11.75 31.4961 35.5833; 94 17.25 31.4961 5.75;
95 25 31.4961 5.75; 96 21.5 31.4961 35.5833; 97 11.75 31.4961 27.0833;
98 34.25 31.4961 21.25; 99 5.5 26.3386 21.25; 100 5.5 26.3386 13;
101 0 41.9948 0; 102 17.25 41.9948 0; 103 25 41.9948 0; 104 0 41.9948 13;
105 5.5 41.9948 13; 106 17.25 41.9948 13; 107 5.5 41.9948 21.25;
108 17.25 41.9948 21.25; 109 5.5 41.9948 27.0833; 110 34.25 41.9948 5.75;
111 34.25 41.9948 27.0833; 112 21.5 41.9948 27.0833; 113 34.25 41.9948 39.8333;
114 21.5 41.9948 39.8333; 115 11.75 41.9948 35.5833; 116 17.25 41.9948 5.75;
117 25 41.9948 5.75; 118 21.5 41.9948 35.5833; 119 11.75 41.9948 27.0833;
120 34.25 41.9948 21.25; 121 5.5 36.8373 21.25; 122 5.5 36.8373 13;
123 11.75 10.4987 21.25; 124 11.75 20.9974 21.25; 125 11.75 31.4961 21.25;
126 11.75 41.9948 21.25; 127 0 52.4935 0; 128 17.25 52.4935 0;
129 25 52.4935 0; 130 0 52.4935 13; 131 5.5 52.4935 13; 132 17.25 52.4935 13;
133 5.5 52.4935 21.25; 134 17.25 52.4935 21.25; 135 5.5 52.4935 27.0833;
136 34.25 52.4935 5.75; 137 34.25 52.4935 27.0833; 138 21.5 52.4935 27.0833;
139 34.25 52.4935 39.8333; 140 21.5 52.4935 39.8333; 141 11.75 52.4935 35.5833;
142 17.25 52.4935 5.75; 143 25 52.4935 5.75; 144 21.5 52.4935 35.5833;
145 11.75 52.4935 27.0833; 146 34.25 52.4935 21.25; 147 5.5 47.336 21.25;
148 5.5 47.336 13; 149 11.75 52.4935 21.25;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 1 4; 4 4 5; 5 5 6; 6 2 31; 7 6 8; 8 7 8; 9 7 9; 10 9 34;
11 12 11; 12 10 11; 13 11 13; 14 12 33; 15 14 13; 16 1 16; 17 2 17; 18 3 18;
19 4 19; 20 5 20; 21 6 21; 22 7 22; 23 8 23; 24 9 24; 25 10 25; 26 11 26;
27 12 27; 28 13 28; 29 14 29; 30 15 30; 31 31 6; 32 31 32; 33 32 10; 34 3 32;
35 33 14; 36 15 33; 37 34 12; 38 34 15; 39 35 36; 40 36 37; 41 35 38; 42 38 39;
43 39 40; 44 36 50; 45 40 42; 46 41 123; 47 41 43; 48 43 53; 49 46 45;
50 44 54; 51 45 47; 52 46 52; 53 48 47; 54 35 1; 55 36 2; 56 37 3; 57 38 4;
58 39 56; 59 40 6; 60 41 55; 61 42 8; 62 43 9; 63 44 10; 64 45 11; 65 46 12;
66 47 13; 67 48 14; 68 49 15; 69 50 40; 70 50 51; 71 51 44; 72 37 51; 73 52 48;
74 49 52; 75 53 46; 76 53 49; 77 54 45; 78 42 54; 79 55 7; 80 56 5; 81 56 55;
82 57 58; 83 58 59; 84 57 60; 85 60 61; 86 61 62; 87 58 72; 88 62 64;
89 63 124; 90 63 65; 91 65 75; 92 68 67; 93 66 76; 94 67 69; 95 68 74;
96 70 69; 97 57 35; 98 58 36; 99 59 37; 100 60 38; 101 61 78; 102 62 40;
103 63 77; 104 64 42; 105 65 43; 106 66 44; 107 67 45; 108 68 46; 109 69 47;
110 70 48; 111 71 49; 112 72 62; 113 72 73; 114 73 66; 115 59 73; 116 74 70;
117 71 74; 118 75 68; 119 75 71; 120 76 67; 121 64 76; 122 77 41; 123 78 39;
124 78 77; 125 79 80; 126 80 81; 127 79 82; 128 82 83; 129 83 84; 130 80 94;
131 84 86; 132 85 125; 133 85 87; 134 87 97; 135 90 89; 136 88 98; 137 89 91;
138 90 96; 139 92 91; 140 79 57; 141 80 58; 142 81 59; 143 82 60; 144 83 100;
145 84 62; 146 85 99; 147 86 64; 148 87 65; 149 88 66; 150 89 67; 151 90 68;
152 91 69; 153 92 70; 154 93 71; 155 94 84; 156 94 95; 157 95 88; 158 81 95;
159 96 92; 160 93 96; 161 97 90; 162 97 93; 163 98 89; 164 86 98; 165 99 63;
166 100 61; 167 100 99; 168 101 102; 169 102 103; 170 101 104; 171 104 105;
172 105 106; 173 102 116; 174 106 108; 175 107 126; 176 107 109; 177 109 119;
178 112 111; 179 110 120; 180 111 113; 181 112 118; 182 114 113; 183 101 79;
184 102 80; 185 103 81; 186 104 82; 187 105 122; 188 106 84; 189 107 121;
190 108 86; 191 109 87; 192 110 88; 193 111 89; 194 112 90; 195 113 91;
196 114 92; 197 115 93; 198 116 106; 199 116 117; 200 117 110; 201 103 117;
202 118 114; 203 115 118; 204 119 112; 205 119 115; 206 120 111; 207 108 120;
208 121 85; 209 122 83; 210 122 121; 211 123 42; 212 53 123; 213 124 64;
214 75 124; 215 125 86; 216 97 125; 217 126 108; 218 119 126; 219 127 128;
220 128 129; 221 127 130; 222 130 131; 223 131 132; 224 128 142; 225 132 134;
226 133 149; 227 133 135; 228 135 145; 229 138 137; 230 136 146; 231 137 139;
232 138 144; 233 140 139; 234 127 101; 235 128 102; 236 129 103; 237 130 104;
238 131 148; 239 132 106; 240 133 147; 241 134 108; 242 135 109; 243 136 110;
244 137 111; 245 138 112; 246 139 113; 247 140 114; 248 141 115; 249 142 132;
250 142 143; 251 143 136; 252 129 143; 253 144 140; 254 141 144; 255 145 138;
256 145 141; 257 146 137; 258 134 146; 259 147 107; 260 148 105; 261 148 147;
262 149 134; 263 145 149;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.01771e+006
POISSON 0.17
DENSITY 0.667191
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2562.17
END DEFINE MATERIAL
UNIT METER KN
MEMBER PROPERTY AMERICAN
16 20 21 23 24 29 54 58 59 61 62 67 80 97 101 102 104 105 110 123 140 144 -
145 147 148 153 166 183 187 188 190 191 196 209 234 238 239 241 242 247 -
260 PRIS YD 0.45 ZD 0.23
18 19 22 30 56 57 60 68 79 99 100 103 111 122 142 143 146 154 165 185 186 -
189 197 208 236 237 240 248 259 PRIS YD 0.3 ZD 0.23
17 25 TO 28 55 63 TO 66 98 106 TO 109 141 149 TO 152 184 192 TO 195 235 243 -
244 TO 246 PRIS YD 0.23 ZD 0.45
1 TO 11 13 TO 15 31 TO 49 51 TO 53 69 TO 76 78 81 TO 92 94 TO 96 112 TO 119 -
121 124 TO 135 137 TO 139 155 TO 162 164 167 TO 178 180 TO 182 198 TO 205 -
207 210 TO 229 231 TO 233 249 TO 256 258 261 TO 263 PRIS YD 0.43 ZD 0.23
MEMBER PROPERTY AMERICAN
12 50 77 93 120 136 163 179 206 230 257 PRIS YD 0.5 ZD 0.23
UNIT FEET KN
CONSTANTS
MATERIAL CONCRETE ALL
UNIT METER KN
SUPPORTS
16 TO 30 FIXED
DEFINE WIND LOAD
TYPE 1 WIND 1 X
INT 1.32 1.5 1.62 HEIG 10 15 20
EXP 1 JOINT 1 TO 149
TYPE 2 WIND 2 Z
INT 1.3 1.47 1.6 HEIG 10 15 20
EXP 1 JOINT 1 TO 149
DEFINE 1893 LOAD
ZONE 0.24 RF 3 I 1 SS 2 ST 1 DM 0.05
SELFWEIGHT 1
MEMBER WEIGHT
1 TO 4 9 10 13 15 33 TO 36 38 TO 42 47 48 50 51 53 71 TO 74 76 77 82 TO 85 -
90 91 93 94 96 114 TO 117 119 120 125 TO 128 133 134 136 137 139 157 TO 160 -
162 163 168 TO 171 176 177 179 180 182 200 TO 203 205 206 UNI 14.67
5 TO 8 11 14 31 32 37 43 TO 45 49 52 69 70 75 86 TO 88 92 95 112 113 118 129 -
130 TO 131 135 138 155 156 161 172 TO 174 178 181 198 199 204 211 TO 217 -
218 UNI 7.33
219 TO 222 227 228 230 231 233 251 TO 254 256 257 UNI 4.55
81 124 167 210 261 UNI 9
FLOOR WEIGHT
YRANGE 2 16.1 FLOAD 3.125 XRANGE 0 5.258 ZRANGE 0 3.962
YRANGE 2 16.1 FLOAD 1.68 XRANGE 0 5.258 ZRANGE 0 3.962
YRANGE 2 16.1 FLOAD 3.125 XRANGE 5.258 7.62 ZRANGE 0 1.753
YRANGE 2 16.1 FLOAD 1.68 XRANGE 5.258 7.62 ZRANGE 0 1.753
YRANGE 2 16.1 FLOAD 3.125 XRANGE 5.258 10.439 ZRANGE 1.753 6.477
YRANGE 2 16.1 FLOAD 1.68 XRANGE 5.258 10.439 ZRANGE 1.753 6.477
YRANGE 2 16.1 FLOAD 3.125 XRANGE 1.677 3.582 ZRANGE 6.477 8.255
YRANGE 2 16.1 FLOAD 1.68 XRANGE 1.677 3.582 ZRANGE 6.477 8.255
YRANGE 2 16.1 FLOAD 3.125 XRANGE 3.582 10.439 ZRANGE 6.477 8.255
YRANGE 2 16.1 FLOAD 1.68 XRANGE 3.582 10.439 ZRANGE 6.477 8.255
YRANGE 2 16.1 FLOAD 3.125 XRANGE 6.553 10.439 ZRANGE 8.255 12.141
YRANGE 2 16.1 FLOAD 1.68 XRANGE 6.553 10.439 ZRANGE 8.255 12.141
YRANGE 2 16.1 FLOAD 3.125 XRANGE 3.581 6.553 ZRANGE 8.255 10.846
YRANGE 2 16.1 FLOAD 1.68 XRANGE 3.581 6.553 ZRANGE 8.255 10.846
YRANGE 2 12.9 FLOAD 0.625 XRANGE 0 5.258 ZRANGE 0 3.962
YRANGE 2 12.9 FLOAD 0.625 XRANGE 5.258 7.62 ZRANGE 0 1.753
YRANGE 2 12.9 FLOAD 0.625 XRANGE 5.258 10.439 ZRANGE 1.753 6.477
YRANGE 2 12.9 FLOAD 0.625 XRANGE 1.677 3.582 ZRANGE 6.477 8.255
YRANGE 2 12.9 FLOAD 0.625 XRANGE 3.582 10.439 ZRANGE 6.477 8.255
YRANGE 2 12.9 FLOAD 0.625 XRANGE 6.553 10.439 ZRANGE 8.255 12.141
YRANGE 2 12.9 FLOAD 0.625 XRANGE 3.581 6.553 ZRANGE 8.255 10.846
LOAD 1 LOADTYPE Seismic TITLE EQ X
1893 LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic TITLE EQ -X
1893 LOAD X -1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Seismic TITLE EQ Z
1893 LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE Seismic TITLE EQ -Z
1893 LOAD Z -1
PERFORM ANALYSIS
CHANGE
LOAD 5 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
1 TO 4 9 10 13 15 33 TO 36 38 TO 42 47 48 50 51 53 71 TO 74 76 77 82 TO 85 -
90 91 93 94 96 114 TO 117 119 120 125 TO 128 133 134 136 137 139 157 TO 160 -
162 163 168 TO 171 176 177 179 180 182 200 TO 203 205 206 UNI GY -14.67
5 TO 8 11 14 31 32 37 43 TO 45 49 52 69 70 75 86 TO 88 92 95 112 113 118 129 -
130 TO 131 135 138 155 156 161 172 TO 174 178 181 198 199 204 211 TO 217 -
218 UNI GY -7.33
219 TO 222 227 228 230 231 233 251 TO 254 256 257 UNI GY -4.55
81 124 167 210 261 UNI GY -9
FLOOR LOAD
YRANGE 2 16.1 FLOAD -3.125 XRANGE 0 5.258 ZRANGE 0 3.962 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 0 5.258 ZRANGE 0 3.962 GY
YRANGE 2 16.1 FLOAD -3.125 XRANGE 5.258 7.62 ZRANGE 0 1.753 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 5.258 7.62 ZRANGE 0 1.753 GY
YRANGE 2 16.1 FLOAD -3.125 XRANGE 5.258 10.439 ZRANGE 1.753 6.477 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 5.258 10.439 ZRANGE 1.753 6.477 GY
YRANGE 2 16.1 FLOAD -3.125 XRANGE 1.677 3.582 ZRANGE 6.477 8.255 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 1.677 3.582 ZRANGE 6.477 8.255 GY
ONEWAY LOAD
YRANGE 2 16.1 ONE -3.125 XRANGE 3.582 10.439 ZRANGE 6.477 8.255 GY
YRANGE 2 16.1 ONE -1.68 XRANGE 3.582 10.439 ZRANGE 6.477 8.255 GY
FLOOR LOAD
YRANGE 2 16.1 FLOAD -3.125 XRANGE 6.553 10.439 ZRANGE 8.255 12.141 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 6.553 10.439 ZRANGE 8.255 12.141 GY
YRANGE 2 16.1 FLOAD -3.125 XRANGE 3.581 6.553 ZRANGE 8.255 10.846 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 3.581 6.553 ZRANGE 8.255 10.846 GY
LOAD 6 LOADTYPE Live TITLE LL
FLOOR LOAD
YRANGE 2 16.1 FLOAD -2.5 XRANGE 0 5.258 ZRANGE 0 3.962 GY
YRANGE 2 16.1 FLOAD -2.5 XRANGE 5.258 7.62 ZRANGE 0 1.753 GY
YRANGE 2 16.1 FLOAD -2.5 XRANGE 5.258 10.439 ZRANGE 1.753 6.477 GY
YRANGE 2 16.1 FLOAD -2.5 XRANGE 1.677 3.582 ZRANGE 6.477 8.255 GY
ONEWAY LOAD
YRANGE 2 16.1 ONE -2.5 XRANGE 3.582 10.439 ZRANGE 6.477 8.255 GY
FLOOR LOAD
YRANGE 2 16.1 FLOAD -2.5 XRANGE 6.553 10.439 ZRANGE 8.255 12.141 GY
YRANGE 2 16.1 FLOAD -2.5 XRANGE 3.581 6.553 ZRANGE 8.255 10.846 GY
LOAD 7 LOADTYPE Wind TITLE WIND X
WIND LOAD X 1 TYPE 1 YR 10 16.1
LOAD 8 LOADTYPE Wind TITLE WIND -X
WIND LOAD X -1 TYPE 1 YR 10 16
LOAD 9 LOADTYPE Wind TITLE WIND Z
WIND LOAD Z 1 TYPE 2 YR 10 16
LOAD 10 LOADTYPE Wind TITLE WIND -Z
WIND LOAD Z -1 TYPE 2 YR 10 16
LOAD COMB 11 1.5 DL+1.5 LL
5 1.5 6 1.5
LOAD COMB 12 1.2 DL +1.2 LL +1.2 WLX
5 1.2 6 1.2 7 1.2
LOAD COMB 13 1.2 DL +1.2 LL +1.2 WL-X
5 1.2 6 1.2 8 1.2
LOAD COMB 14 1.2 DL +1.2 LL +1.2 WLZ
5 1.2 6 1.2 9 1.2
LOAD COMB 15 1.2 DL +1.2 LL +1.2 WL-Z
5 1.2 6 1.2 10 1.2
LOAD COMB 20 1.2 DL +1.2 LL +1.2 ELX
5 1.2 6 1.2 1 1.2
LOAD COMB 21 1.2 DL +1.2 LL +1.2 EL-X
5 1.2 6 1.2 2 1.2
LOAD COMB 22 1.2 DL +1.2 LL +1.2 ELZ
5 1.2 6 1.2 3 1.2
LOAD COMB 23 1.2 DL +1.2 LL +1.2 EL-Z
5 1.2 6 1.2 4 1.2
LOAD COMB 28 1.5 DL + 1.5 WLX
5 1.5 7 1.5
LOAD COMB 29 1.5 DL + 1.5 WL-X
5 1.5 8 1.5
LOAD COMB 30 1.5 DL + 1.5 WLZ
5 1.5 9 1.5
LOAD COMB 31 1.5 DL + 1.5 WL-Z
5 1.5 10 1.5
LOAD COMB 36 1.5 DL + 1.5 ELX
5 1.5 1 1.5
LOAD COMB 37 1.5 DL + 1.5 EL-X
5 1.5 2 1.5
LOAD COMB 38 1.5 DL + 1.5 ELZ
5 1.5 3 1.5
LOAD COMB 39 1.5 DL + 1.5 EL-Z
5 1.5 4 1.5
LOAD COMB 44 0.9 DL + 1.5 ELX
5 0.9 1 1.5
LOAD COMB 45 0.9 DL + 1.5 EL-X
5 0.9 2 1.5
LOAD COMB 46 0.9 DL + 1.5 ELZ
5 0.9 3 1.5
LOAD COMB 47 0.9 DL + 1.5 EL-Z
5 0.9 4 1.5
PDELTA 15 ANALYSIS SMALLDELTA PRINT ALL
FINISH
2. I used REPEAT LOAD command instead of load combination and run P Delta analysis:
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 21-Apr-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KN
JOINT COORDINATES
1 0 0 0; 2 17.25 0 0; 3 25 0 0; 4 0 0 13; 5 5.5 0 13; 6 17.25 0 13;
7 5.5 0 21.25; 8 17.25 0 21.25; 9 5.5 0 27.0833; 10 34.25 0 5.75;
11 34.25 0 27.0833; 12 21.5 0 27.0833; 13 34.25 0 39.8333; 14 21.5 0 39.8333;
15 11.75 0 35.5833; 16 -3.91107e-007 -5.90551 0;
17 17.25 -5.90551 -3.91107e-007; 18 25 -5.90551 0; 19 0 -5.90551 13;
20 5.5 -5.90551 13; 21 17.25 -5.90551 13; 22 5.5 -5.90551 21.25;
23 17.25 -5.90551 21.25; 24 5.5 -5.90551 27.0833; 25 34.25 -5.90551 5.75;
26 34.25 -5.90551 27.0833; 27 21.5 -5.90551 27.0833; 28 34.25 -5.90551 39.8333;
29 21.5 -5.90551 39.8333; 30 11.75 -5.90551 35.5833; 31 17.25 0 5.75;
32 25 0 5.75; 33 21.5 0 35.5833; 34 11.75 0 27.0833; 35 0 10.4987 0;
36 17.25 10.4987 0; 37 25 10.4987 0; 38 0 10.4987 13; 39 5.5 10.4987 13;
40 17.25 10.4987 13; 41 5.5 10.4987 21.25; 42 17.25 10.4987 21.25;
43 5.5 10.4987 27.0833; 44 34.25 10.4987 5.75; 45 34.25 10.4987 27.0833;
46 21.5 10.4987 27.0833; 47 34.25 10.4987 39.8333; 48 21.5 10.4987 39.8333;
49 11.75 10.4987 35.5833; 50 17.25 10.4987 5.75; 51 25 10.4987 5.75;
52 21.5 10.4987 35.5833; 53 11.75 10.4987 27.0833; 54 34.25 10.4987 21.25;
55 5.5 5.34122 21.25; 56 5.5 5.34122 13; 57 0 20.9974 0; 58 17.25 20.9974 0;
59 25 20.9974 0; 60 0 20.9974 13; 61 5.5 20.9974 13; 62 17.25 20.9974 13;
63 5.5 20.9974 21.25; 64 17.25 20.9974 21.25; 65 5.5 20.9974 27.0833;
66 34.25 20.9974 5.75; 67 34.25 20.9974 27.0833; 68 21.5 20.9974 27.0833;
69 34.25 20.9974 39.8333; 70 21.5 20.9974 39.8333; 71 11.75 20.9974 35.5833;
72 17.25 20.9974 5.75; 73 25 20.9974 5.75; 74 21.5 20.9974 35.5833;
75 11.75 20.9974 27.0833; 76 34.25 20.9974 21.25; 77 5.5 15.8399 21.25;
78 5.5 15.8399 13; 79 0 31.4961 0; 80 17.25 31.4961 0; 81 25 31.4961 0;
82 0 31.4961 13; 83 5.5 31.4961 13; 84 17.25 31.4961 13; 85 5.5 31.4961 21.25;
86 17.25 31.4961 21.25; 87 5.5 31.4961 27.0833; 88 34.25 31.4961 5.75;
89 34.25 31.4961 27.0833; 90 21.5 31.4961 27.0833; 91 34.25 31.4961 39.8333;
92 21.5 31.4961 39.8333; 93 11.75 31.4961 35.5833; 94 17.25 31.4961 5.75;
95 25 31.4961 5.75; 96 21.5 31.4961 35.5833; 97 11.75 31.4961 27.0833;
98 34.25 31.4961 21.25; 99 5.5 26.3386 21.25; 100 5.5 26.3386 13;
101 0 41.9948 0; 102 17.25 41.9948 0; 103 25 41.9948 0; 104 0 41.9948 13;
105 5.5 41.9948 13; 106 17.25 41.9948 13; 107 5.5 41.9948 21.25;
108 17.25 41.9948 21.25; 109 5.5 41.9948 27.0833; 110 34.25 41.9948 5.75;
111 34.25 41.9948 27.0833; 112 21.5 41.9948 27.0833; 113 34.25 41.9948 39.8333;
114 21.5 41.9948 39.8333; 115 11.75 41.9948 35.5833; 116 17.25 41.9948 5.75;
117 25 41.9948 5.75; 118 21.5 41.9948 35.5833; 119 11.75 41.9948 27.0833;
120 34.25 41.9948 21.25; 121 5.5 36.8373 21.25; 122 5.5 36.8373 13;
123 11.75 10.4987 21.25; 124 11.75 20.9974 21.25; 125 11.75 31.4961 21.25;
126 11.75 41.9948 21.25; 127 0 52.4935 0; 128 17.25 52.4935 0;
129 25 52.4935 0; 130 0 52.4935 13; 131 5.5 52.4935 13; 132 17.25 52.4935 13;
133 5.5 52.4935 21.25; 134 17.25 52.4935 21.25; 135 5.5 52.4935 27.0833;
136 34.25 52.4935 5.75; 137 34.25 52.4935 27.0833; 138 21.5 52.4935 27.0833;
139 34.25 52.4935 39.8333; 140 21.5 52.4935 39.8333; 141 11.75 52.4935 35.5833;
142 17.25 52.4935 5.75; 143 25 52.4935 5.75; 144 21.5 52.4935 35.5833;
145 11.75 52.4935 27.0833; 146 34.25 52.4935 21.25; 147 5.5 47.336 21.25;
148 5.5 47.336 13; 149 11.75 52.4935 21.25;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 1 4; 4 4 5; 5 5 6; 6 2 31; 7 6 8; 8 7 8; 9 7 9; 10 9 34;
11 12 11; 12 10 11; 13 11 13; 14 12 33; 15 14 13; 16 1 16; 17 2 17; 18 3 18;
19 4 19; 20 5 20; 21 6 21; 22 7 22; 23 8 23; 24 9 24; 25 10 25; 26 11 26;
27 12 27; 28 13 28; 29 14 29; 30 15 30; 31 31 6; 32 31 32; 33 32 10; 34 3 32;
35 33 14; 36 15 33; 37 34 12; 38 34 15; 39 35 36; 40 36 37; 41 35 38; 42 38 39;
43 39 40; 44 36 50; 45 40 42; 46 41 123; 47 41 43; 48 43 53; 49 46 45;
50 44 54; 51 45 47; 52 46 52; 53 48 47; 54 35 1; 55 36 2; 56 37 3; 57 38 4;
58 39 56; 59 40 6; 60 41 55; 61 42 8; 62 43 9; 63 44 10; 64 45 11; 65 46 12;
66 47 13; 67 48 14; 68 49 15; 69 50 40; 70 50 51; 71 51 44; 72 37 51; 73 52 48;
74 49 52; 75 53 46; 76 53 49; 77 54 45; 78 42 54; 79 55 7; 80 56 5; 81 56 55;
82 57 58; 83 58 59; 84 57 60; 85 60 61; 86 61 62; 87 58 72; 88 62 64;
89 63 124; 90 63 65; 91 65 75; 92 68 67; 93 66 76; 94 67 69; 95 68 74;
96 70 69; 97 57 35; 98 58 36; 99 59 37; 100 60 38; 101 61 78; 102 62 40;
103 63 77; 104 64 42; 105 65 43; 106 66 44; 107 67 45; 108 68 46; 109 69 47;
110 70 48; 111 71 49; 112 72 62; 113 72 73; 114 73 66; 115 59 73; 116 74 70;
117 71 74; 118 75 68; 119 75 71; 120 76 67; 121 64 76; 122 77 41; 123 78 39;
124 78 77; 125 79 80; 126 80 81; 127 79 82; 128 82 83; 129 83 84; 130 80 94;
131 84 86; 132 85 125; 133 85 87; 134 87 97; 135 90 89; 136 88 98; 137 89 91;
138 90 96; 139 92 91; 140 79 57; 141 80 58; 142 81 59; 143 82 60; 144 83 100;
145 84 62; 146 85 99; 147 86 64; 148 87 65; 149 88 66; 150 89 67; 151 90 68;
152 91 69; 153 92 70; 154 93 71; 155 94 84; 156 94 95; 157 95 88; 158 81 95;
159 96 92; 160 93 96; 161 97 90; 162 97 93; 163 98 89; 164 86 98; 165 99 63;
166 100 61; 167 100 99; 168 101 102; 169 102 103; 170 101 104; 171 104 105;
172 105 106; 173 102 116; 174 106 108; 175 107 126; 176 107 109; 177 109 119;
178 112 111; 179 110 120; 180 111 113; 181 112 118; 182 114 113; 183 101 79;
184 102 80; 185 103 81; 186 104 82; 187 105 122; 188 106 84; 189 107 121;
190 108 86; 191 109 87; 192 110 88; 193 111 89; 194 112 90; 195 113 91;
196 114 92; 197 115 93; 198 116 106; 199 116 117; 200 117 110; 201 103 117;
202 118 114; 203 115 118; 204 119 112; 205 119 115; 206 120 111; 207 108 120;
208 121 85; 209 122 83; 210 122 121; 211 123 42; 212 53 123; 213 124 64;
214 75 124; 215 125 86; 216 97 125; 217 126 108; 218 119 126; 219 127 128;
220 128 129; 221 127 130; 222 130 131; 223 131 132; 224 128 142; 225 132 134;
226 133 149; 227 133 135; 228 135 145; 229 138 137; 230 136 146; 231 137 139;
232 138 144; 233 140 139; 234 127 101; 235 128 102; 236 129 103; 237 130 104;
238 131 148; 239 132 106; 240 133 147; 241 134 108; 242 135 109; 243 136 110;
244 137 111; 245 138 112; 246 139 113; 247 140 114; 248 141 115; 249 142 132;
250 142 143; 251 143 136; 252 129 143; 253 144 140; 254 141 144; 255 145 138;
256 145 141; 257 146 137; 258 134 146; 259 147 107; 260 148 105; 261 148 147;
262 149 134; 263 145 149;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.01771e+006
POISSON 0.17
DENSITY 0.667191
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2562.17
END DEFINE MATERIAL
UNIT METER KN
MEMBER PROPERTY AMERICAN
16 20 21 23 24 29 54 58 59 61 62 67 80 97 101 102 104 105 110 123 140 144 -
145 147 148 153 166 183 187 188 190 191 196 209 234 238 239 241 242 247 -
260 PRIS YD 0.45 ZD 0.23
18 19 22 30 56 57 60 68 79 99 100 103 111 122 142 143 146 154 165 185 186 -
189 197 208 236 237 240 248 259 PRIS YD 0.3 ZD 0.23
17 25 TO 28 55 63 TO 66 98 106 TO 109 141 149 TO 152 184 192 TO 195 235 243 -
244 TO 246 PRIS YD 0.23 ZD 0.45
1 TO 11 13 TO 15 31 TO 49 51 TO 53 69 TO 76 78 81 TO 92 94 TO 96 112 TO 119 -
121 124 TO 135 137 TO 139 155 TO 162 164 167 TO 178 180 TO 182 198 TO 205 -
207 210 TO 229 231 TO 233 249 TO 256 258 261 TO 263 PRIS YD 0.43 ZD 0.23
MEMBER PROPERTY AMERICAN
12 50 77 93 120 136 163 179 206 230 257 PRIS YD 0.5 ZD 0.23
UNIT FEET KN
CONSTANTS
MATERIAL CONCRETE ALL
UNIT METER KN
SUPPORTS
16 TO 30 FIXED
DEFINE WIND LOAD
TYPE 1 WIND 1 X
INT 1.32 1.5 1.62 HEIG 10 15 20
EXP 1 JOINT 1 TO 149
TYPE 2 WIND 2 Z
INT 1.3 1.47 1.6 HEIG 10 15 20
EXP 1 JOINT 1 TO 149
DEFINE 1893 LOAD
ZONE 0.24 RF 3 I 1 SS 2 ST 1 DM 0.05
SELFWEIGHT 1
MEMBER WEIGHT
1 TO 4 9 10 13 15 33 TO 36 38 TO 42 47 48 50 51 53 71 TO 74 76 77 82 TO 85 -
90 91 93 94 96 114 TO 117 119 120 125 TO 128 133 134 136 137 139 157 TO 160 -
162 163 168 TO 171 176 177 179 180 182 200 TO 203 205 206 UNI 14.67
5 TO 8 11 14 31 32 37 43 TO 45 49 52 69 70 75 86 TO 88 92 95 112 113 118 129 -
130 TO 131 135 138 155 156 161 172 TO 174 178 181 198 199 204 211 TO 217 -
218 UNI 7.33
219 TO 222 227 228 230 231 233 251 TO 254 256 257 UNI 4.55
81 124 167 210 261 UNI 9
FLOOR WEIGHT
YRANGE 2 16.1 FLOAD 3.125 XRANGE 0 5.258 ZRANGE 0 3.962
YRANGE 2 16.1 FLOAD 1.68 XRANGE 0 5.258 ZRANGE 0 3.962
YRANGE 2 16.1 FLOAD 3.125 XRANGE 5.258 7.62 ZRANGE 0 1.753
YRANGE 2 16.1 FLOAD 1.68 XRANGE 5.258 7.62 ZRANGE 0 1.753
YRANGE 2 16.1 FLOAD 3.125 XRANGE 5.258 10.439 ZRANGE 1.753 6.477
YRANGE 2 16.1 FLOAD 1.68 XRANGE 5.258 10.439 ZRANGE 1.753 6.477
YRANGE 2 16.1 FLOAD 3.125 XRANGE 1.677 3.582 ZRANGE 6.477 8.255
YRANGE 2 16.1 FLOAD 1.68 XRANGE 1.677 3.582 ZRANGE 6.477 8.255
YRANGE 2 16.1 FLOAD 3.125 XRANGE 3.582 10.439 ZRANGE 6.477 8.255
YRANGE 2 16.1 FLOAD 1.68 XRANGE 3.582 10.439 ZRANGE 6.477 8.255
YRANGE 2 16.1 FLOAD 3.125 XRANGE 6.553 10.439 ZRANGE 8.255 12.141
YRANGE 2 16.1 FLOAD 1.68 XRANGE 6.553 10.439 ZRANGE 8.255 12.141
YRANGE 2 16.1 FLOAD 3.125 XRANGE 3.581 6.553 ZRANGE 8.255 10.846
YRANGE 2 16.1 FLOAD 1.68 XRANGE 3.581 6.553 ZRANGE 8.255 10.846
YRANGE 2 12.9 FLOAD 0.625 XRANGE 0 5.258 ZRANGE 0 3.962
YRANGE 2 12.9 FLOAD 0.625 XRANGE 5.258 7.62 ZRANGE 0 1.753
YRANGE 2 12.9 FLOAD 0.625 XRANGE 5.258 10.439 ZRANGE 1.753 6.477
YRANGE 2 12.9 FLOAD 0.625 XRANGE 1.677 3.582 ZRANGE 6.477 8.255
YRANGE 2 12.9 FLOAD 0.625 XRANGE 3.582 10.439 ZRANGE 6.477 8.255
YRANGE 2 12.9 FLOAD 0.625 XRANGE 6.553 10.439 ZRANGE 8.255 12.141
YRANGE 2 12.9 FLOAD 0.625 XRANGE 3.581 6.553 ZRANGE 8.255 10.846
LOAD 1 LOADTYPE Seismic TITLE EQ X
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic TITLE EQ -X
1893 LOAD X -1
LOAD 3 LOADTYPE Seismic TITLE EQ Z
1893 LOAD Z 1
LOAD 4 LOADTYPE Seismic TITLE EQ -Z
1893 LOAD Z -1
LOAD 5 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
1 TO 4 9 10 13 15 33 TO 36 38 TO 42 47 48 50 51 53 71 TO 74 76 77 82 TO 85 -
90 91 93 94 96 114 TO 117 119 120 125 TO 128 133 134 136 137 139 157 TO 160 -
162 163 168 TO 171 176 177 179 180 182 200 TO 203 205 206 UNI GY -14.67
5 TO 8 11 14 31 32 37 43 TO 45 49 52 69 70 75 86 TO 88 92 95 112 113 118 129 -
130 TO 131 135 138 155 156 161 172 TO 174 178 181 198 199 204 211 TO 217 -
218 UNI GY -7.33
219 TO 222 227 228 230 231 233 251 TO 254 256 257 UNI GY -4.55
81 124 167 210 261 UNI GY -9
FLOOR LOAD
YRANGE 2 16.1 FLOAD -3.125 XRANGE 0 5.258 ZRANGE 0 3.962 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 0 5.258 ZRANGE 0 3.962 GY
YRANGE 2 16.1 FLOAD -3.125 XRANGE 5.258 7.62 ZRANGE 0 1.753 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 5.258 7.62 ZRANGE 0 1.753 GY
YRANGE 2 16.1 FLOAD -3.125 XRANGE 5.258 10.439 ZRANGE 1.753 6.477 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 5.258 10.439 ZRANGE 1.753 6.477 GY
YRANGE 2 16.1 FLOAD -3.125 XRANGE 1.677 3.582 ZRANGE 6.477 8.255 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 1.677 3.582 ZRANGE 6.477 8.255 GY
ONEWAY LOAD
YRANGE 2 16.1 ONE -3.125 XRANGE 3.582 10.439 ZRANGE 6.477 8.255 GY
YRANGE 2 16.1 ONE -1.68 XRANGE 3.582 10.439 ZRANGE 6.477 8.255 GY
FLOOR LOAD
YRANGE 2 16.1 FLOAD -3.125 XRANGE 6.553 10.439 ZRANGE 8.255 12.141 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 6.553 10.439 ZRANGE 8.255 12.141 GY
YRANGE 2 16.1 FLOAD -3.125 XRANGE 3.581 6.553 ZRANGE 8.255 10.846 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 3.581 6.553 ZRANGE 8.255 10.846 GY
LOAD 6 LOADTYPE Live TITLE LL
FLOOR LOAD
YRANGE 2 16.1 FLOAD -2.5 XRANGE 0 5.258 ZRANGE 0 3.962 GY
YRANGE 2 16.1 FLOAD -2.5 XRANGE 5.258 7.62 ZRANGE 0 1.753 GY
YRANGE 2 16.1 FLOAD -2.5 XRANGE 5.258 10.439 ZRANGE 1.753 6.477 GY
YRANGE 2 16.1 FLOAD -2.5 XRANGE 1.677 3.582 ZRANGE 6.477 8.255 GY
ONEWAY LOAD
YRANGE 2 16.1 ONE -2.5 XRANGE 3.582 10.439 ZRANGE 6.477 8.255 GY
FLOOR LOAD
YRANGE 2 16.1 FLOAD -2.5 XRANGE 6.553 10.439 ZRANGE 8.255 12.141 GY
YRANGE 2 16.1 FLOAD -2.5 XRANGE 3.581 6.553 ZRANGE 8.255 10.846 GY
LOAD 7 LOADTYPE Wind TITLE WIND X
WIND LOAD X 1 TYPE 1 YR 10 16.1
LOAD 8 LOADTYPE Wind TITLE WIND -X
WIND LOAD X -1 TYPE 1 YR 10 16
LOAD 9 LOADTYPE Wind TITLE WIND Z
WIND LOAD Z 1 TYPE 2 YR 10 16
LOAD 10 LOADTYPE Wind TITLE WIND -Z
WIND LOAD Z -1 TYPE 2 YR 10 16
LOAD 11 1.5 DL+1.5 LL
REPEAT LOAD
5 1.5 6 1.5
LOAD 12 1.2 DL +1.2 LL +1.2 WLX
REPEAT LOAD
5 1.2 6 1.2 7 1.2
LOAD 13 1.2 DL +1.2 LL +1.2 WL-X
REPEAT LOAD
5 1.2 6 1.2 8 1.2
LOAD 14 1.2 DL +1.2 LL +1.2 WLZ
REPEAT LOAD
5 1.2 6 1.2 9 1.2
LOAD 15 1.2 DL +1.2 LL +1.2 WL-Z
REPEAT LOAD
5 1.2 6 1.2 10 1.2
LOAD 16 1.2 DL +1.2 LL +1.2 ELX
REPEAT LOAD
5 1.2 6 1.2 1 1.2
LOAD 17 1.2 DL +1.2 LL +1.2 EL-X
REPEAT LOAD
5 1.2 6 1.2 2 1.2
LOAD 18 1.2 DL +1.2 LL +1.2 ELZ
REPEAT LOAD
5 1.2 6 1.2 3 1.2
LOAD 19 1.2 DL +1.2 LL +1.2 EL-Z
REPEAT LOAD
5 1.2 6 1.2 4 1.2
LOAD 20 1.5 DL + 1.5 WLX
REPEAT LOAD
5 1.5 7 1.5
LOAD 21 1.5 DL + 1.5 WL-X
REPEAT LOAD
5 1.5 8 1.5
LOAD 22 1.5 DL + 1.5 WLZ
REPEAT LOAD
5 1.5 9 1.5
LOAD 23 1.5 DL + 1.5 WL-Z
REPEAT LOAD
5 1.5 10 1.5
LOAD 24 1.5 DL + 1.5 ELX
REPEAT LOAD
5 1.5 1 1.5
LOAD 25 1.5 DL + 1.5 EL-X
REPEAT LOAD
5 1.5 2 1.5
LOAD 26 1.5 DL + 1.5 ELZ
REPEAT LOAD
5 1.5 3 1.5
LOAD 27 1.5 DL + 1.5 EL-Z
REPEAT LOAD
5 1.5 4 1.5
LOAD 28 0.9 DL + 1.5 ELX
REPEAT LOAD
5 0.9 1 1.5
LOAD 29 0.9 DL + 1.5 EL-X
REPEAT LOAD
5 0.9 2 1.5
LOAD 30 0.9 DL + 1.5 ELZ
REPEAT LOAD
5 0.9 3 1.5
LOAD 31 0.9 DL + 1.5 EL-Z
REPEAT LOAD
5 0.9 4 1.5
PDELTA 15 ANALYSIS SMALLDELTA PRINT ALL
FINISH
3. I added PERFORM ANALYSIS and CHANGE command after every seismic load and used REPEAT LOAD command instead of load combination and run P Delta analysis:
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 21-Apr-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KN
JOINT COORDINATES
1 0 0 0; 2 17.25 0 0; 3 25 0 0; 4 0 0 13; 5 5.5 0 13; 6 17.25 0 13;
7 5.5 0 21.25; 8 17.25 0 21.25; 9 5.5 0 27.0833; 10 34.25 0 5.75;
11 34.25 0 27.0833; 12 21.5 0 27.0833; 13 34.25 0 39.8333; 14 21.5 0 39.8333;
15 11.75 0 35.5833; 16 -3.91107e-007 -5.90551 0;
17 17.25 -5.90551 -3.91107e-007; 18 25 -5.90551 0; 19 0 -5.90551 13;
20 5.5 -5.90551 13; 21 17.25 -5.90551 13; 22 5.5 -5.90551 21.25;
23 17.25 -5.90551 21.25; 24 5.5 -5.90551 27.0833; 25 34.25 -5.90551 5.75;
26 34.25 -5.90551 27.0833; 27 21.5 -5.90551 27.0833; 28 34.25 -5.90551 39.8333;
29 21.5 -5.90551 39.8333; 30 11.75 -5.90551 35.5833; 31 17.25 0 5.75;
32 25 0 5.75; 33 21.5 0 35.5833; 34 11.75 0 27.0833; 35 0 10.4987 0;
36 17.25 10.4987 0; 37 25 10.4987 0; 38 0 10.4987 13; 39 5.5 10.4987 13;
40 17.25 10.4987 13; 41 5.5 10.4987 21.25; 42 17.25 10.4987 21.25;
43 5.5 10.4987 27.0833; 44 34.25 10.4987 5.75; 45 34.25 10.4987 27.0833;
46 21.5 10.4987 27.0833; 47 34.25 10.4987 39.8333; 48 21.5 10.4987 39.8333;
49 11.75 10.4987 35.5833; 50 17.25 10.4987 5.75; 51 25 10.4987 5.75;
52 21.5 10.4987 35.5833; 53 11.75 10.4987 27.0833; 54 34.25 10.4987 21.25;
55 5.5 5.34122 21.25; 56 5.5 5.34122 13; 57 0 20.9974 0; 58 17.25 20.9974 0;
59 25 20.9974 0; 60 0 20.9974 13; 61 5.5 20.9974 13; 62 17.25 20.9974 13;
63 5.5 20.9974 21.25; 64 17.25 20.9974 21.25; 65 5.5 20.9974 27.0833;
66 34.25 20.9974 5.75; 67 34.25 20.9974 27.0833; 68 21.5 20.9974 27.0833;
69 34.25 20.9974 39.8333; 70 21.5 20.9974 39.8333; 71 11.75 20.9974 35.5833;
72 17.25 20.9974 5.75; 73 25 20.9974 5.75; 74 21.5 20.9974 35.5833;
75 11.75 20.9974 27.0833; 76 34.25 20.9974 21.25; 77 5.5 15.8399 21.25;
78 5.5 15.8399 13; 79 0 31.4961 0; 80 17.25 31.4961 0; 81 25 31.4961 0;
82 0 31.4961 13; 83 5.5 31.4961 13; 84 17.25 31.4961 13; 85 5.5 31.4961 21.25;
86 17.25 31.4961 21.25; 87 5.5 31.4961 27.0833; 88 34.25 31.4961 5.75;
89 34.25 31.4961 27.0833; 90 21.5 31.4961 27.0833; 91 34.25 31.4961 39.8333;
92 21.5 31.4961 39.8333; 93 11.75 31.4961 35.5833; 94 17.25 31.4961 5.75;
95 25 31.4961 5.75; 96 21.5 31.4961 35.5833; 97 11.75 31.4961 27.0833;
98 34.25 31.4961 21.25; 99 5.5 26.3386 21.25; 100 5.5 26.3386 13;
101 0 41.9948 0; 102 17.25 41.9948 0; 103 25 41.9948 0; 104 0 41.9948 13;
105 5.5 41.9948 13; 106 17.25 41.9948 13; 107 5.5 41.9948 21.25;
108 17.25 41.9948 21.25; 109 5.5 41.9948 27.0833; 110 34.25 41.9948 5.75;
111 34.25 41.9948 27.0833; 112 21.5 41.9948 27.0833; 113 34.25 41.9948 39.8333;
114 21.5 41.9948 39.8333; 115 11.75 41.9948 35.5833; 116 17.25 41.9948 5.75;
117 25 41.9948 5.75; 118 21.5 41.9948 35.5833; 119 11.75 41.9948 27.0833;
120 34.25 41.9948 21.25; 121 5.5 36.8373 21.25; 122 5.5 36.8373 13;
123 11.75 10.4987 21.25; 124 11.75 20.9974 21.25; 125 11.75 31.4961 21.25;
126 11.75 41.9948 21.25; 127 0 52.4935 0; 128 17.25 52.4935 0;
129 25 52.4935 0; 130 0 52.4935 13; 131 5.5 52.4935 13; 132 17.25 52.4935 13;
133 5.5 52.4935 21.25; 134 17.25 52.4935 21.25; 135 5.5 52.4935 27.0833;
136 34.25 52.4935 5.75; 137 34.25 52.4935 27.0833; 138 21.5 52.4935 27.0833;
139 34.25 52.4935 39.8333; 140 21.5 52.4935 39.8333; 141 11.75 52.4935 35.5833;
142 17.25 52.4935 5.75; 143 25 52.4935 5.75; 144 21.5 52.4935 35.5833;
145 11.75 52.4935 27.0833; 146 34.25 52.4935 21.25; 147 5.5 47.336 21.25;
148 5.5 47.336 13; 149 11.75 52.4935 21.25;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 1 4; 4 4 5; 5 5 6; 6 2 31; 7 6 8; 8 7 8; 9 7 9; 10 9 34;
11 12 11; 12 10 11; 13 11 13; 14 12 33; 15 14 13; 16 1 16; 17 2 17; 18 3 18;
19 4 19; 20 5 20; 21 6 21; 22 7 22; 23 8 23; 24 9 24; 25 10 25; 26 11 26;
27 12 27; 28 13 28; 29 14 29; 30 15 30; 31 31 6; 32 31 32; 33 32 10; 34 3 32;
35 33 14; 36 15 33; 37 34 12; 38 34 15; 39 35 36; 40 36 37; 41 35 38; 42 38 39;
43 39 40; 44 36 50; 45 40 42; 46 41 123; 47 41 43; 48 43 53; 49 46 45;
50 44 54; 51 45 47; 52 46 52; 53 48 47; 54 35 1; 55 36 2; 56 37 3; 57 38 4;
58 39 56; 59 40 6; 60 41 55; 61 42 8; 62 43 9; 63 44 10; 64 45 11; 65 46 12;
66 47 13; 67 48 14; 68 49 15; 69 50 40; 70 50 51; 71 51 44; 72 37 51; 73 52 48;
74 49 52; 75 53 46; 76 53 49; 77 54 45; 78 42 54; 79 55 7; 80 56 5; 81 56 55;
82 57 58; 83 58 59; 84 57 60; 85 60 61; 86 61 62; 87 58 72; 88 62 64;
89 63 124; 90 63 65; 91 65 75; 92 68 67; 93 66 76; 94 67 69; 95 68 74;
96 70 69; 97 57 35; 98 58 36; 99 59 37; 100 60 38; 101 61 78; 102 62 40;
103 63 77; 104 64 42; 105 65 43; 106 66 44; 107 67 45; 108 68 46; 109 69 47;
110 70 48; 111 71 49; 112 72 62; 113 72 73; 114 73 66; 115 59 73; 116 74 70;
117 71 74; 118 75 68; 119 75 71; 120 76 67; 121 64 76; 122 77 41; 123 78 39;
124 78 77; 125 79 80; 126 80 81; 127 79 82; 128 82 83; 129 83 84; 130 80 94;
131 84 86; 132 85 125; 133 85 87; 134 87 97; 135 90 89; 136 88 98; 137 89 91;
138 90 96; 139 92 91; 140 79 57; 141 80 58; 142 81 59; 143 82 60; 144 83 100;
145 84 62; 146 85 99; 147 86 64; 148 87 65; 149 88 66; 150 89 67; 151 90 68;
152 91 69; 153 92 70; 154 93 71; 155 94 84; 156 94 95; 157 95 88; 158 81 95;
159 96 92; 160 93 96; 161 97 90; 162 97 93; 163 98 89; 164 86 98; 165 99 63;
166 100 61; 167 100 99; 168 101 102; 169 102 103; 170 101 104; 171 104 105;
172 105 106; 173 102 116; 174 106 108; 175 107 126; 176 107 109; 177 109 119;
178 112 111; 179 110 120; 180 111 113; 181 112 118; 182 114 113; 183 101 79;
184 102 80; 185 103 81; 186 104 82; 187 105 122; 188 106 84; 189 107 121;
190 108 86; 191 109 87; 192 110 88; 193 111 89; 194 112 90; 195 113 91;
196 114 92; 197 115 93; 198 116 106; 199 116 117; 200 117 110; 201 103 117;
202 118 114; 203 115 118; 204 119 112; 205 119 115; 206 120 111; 207 108 120;
208 121 85; 209 122 83; 210 122 121; 211 123 42; 212 53 123; 213 124 64;
214 75 124; 215 125 86; 216 97 125; 217 126 108; 218 119 126; 219 127 128;
220 128 129; 221 127 130; 222 130 131; 223 131 132; 224 128 142; 225 132 134;
226 133 149; 227 133 135; 228 135 145; 229 138 137; 230 136 146; 231 137 139;
232 138 144; 233 140 139; 234 127 101; 235 128 102; 236 129 103; 237 130 104;
238 131 148; 239 132 106; 240 133 147; 241 134 108; 242 135 109; 243 136 110;
244 137 111; 245 138 112; 246 139 113; 247 140 114; 248 141 115; 249 142 132;
250 142 143; 251 143 136; 252 129 143; 253 144 140; 254 141 144; 255 145 138;
256 145 141; 257 146 137; 258 134 146; 259 147 107; 260 148 105; 261 148 147;
262 149 134; 263 145 149;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.01771e+006
POISSON 0.17
DENSITY 0.667191
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2562.17
END DEFINE MATERIAL
UNIT METER KN
MEMBER PROPERTY AMERICAN
16 20 21 23 24 29 54 58 59 61 62 67 80 97 101 102 104 105 110 123 140 144 -
145 147 148 153 166 183 187 188 190 191 196 209 234 238 239 241 242 247 -
260 PRIS YD 0.45 ZD 0.23
18 19 22 30 56 57 60 68 79 99 100 103 111 122 142 143 146 154 165 185 186 -
189 197 208 236 237 240 248 259 PRIS YD 0.3 ZD 0.23
17 25 TO 28 55 63 TO 66 98 106 TO 109 141 149 TO 152 184 192 TO 195 235 243 -
244 TO 246 PRIS YD 0.23 ZD 0.45
1 TO 11 13 TO 15 31 TO 49 51 TO 53 69 TO 76 78 81 TO 92 94 TO 96 112 TO 119 -
121 124 TO 135 137 TO 139 155 TO 162 164 167 TO 178 180 TO 182 198 TO 205 -
207 210 TO 229 231 TO 233 249 TO 256 258 261 TO 263 PRIS YD 0.43 ZD 0.23
MEMBER PROPERTY AMERICAN
12 50 77 93 120 136 163 179 206 230 257 PRIS YD 0.5 ZD 0.23
UNIT FEET KN
CONSTANTS
MATERIAL CONCRETE ALL
UNIT METER KN
SUPPORTS
16 TO 30 FIXED
DEFINE WIND LOAD
TYPE 1 WIND 1 X
INT 1.32 1.5 1.62 HEIG 10 15 20
EXP 1 JOINT 1 TO 149
TYPE 2 WIND 2 Z
INT 1.3 1.47 1.6 HEIG 10 15 20
EXP 1 JOINT 1 TO 149
DEFINE 1893 LOAD
ZONE 0.24 RF 3 I 1 SS 2 ST 1 DM 0.05
SELFWEIGHT 1
MEMBER WEIGHT
1 TO 4 9 10 13 15 33 TO 36 38 TO 42 47 48 50 51 53 71 TO 74 76 77 82 TO 85 -
90 91 93 94 96 114 TO 117 119 120 125 TO 128 133 134 136 137 139 157 TO 160 -
162 163 168 TO 171 176 177 179 180 182 200 TO 203 205 206 UNI 14.67
5 TO 8 11 14 31 32 37 43 TO 45 49 52 69 70 75 86 TO 88 92 95 112 113 118 129 -
130 TO 131 135 138 155 156 161 172 TO 174 178 181 198 199 204 211 TO 217 -
218 UNI 7.33
219 TO 222 227 228 230 231 233 251 TO 254 256 257 UNI 4.55
81 124 167 210 261 UNI 9
FLOOR WEIGHT
YRANGE 2 16.1 FLOAD 3.125 XRANGE 0 5.258 ZRANGE 0 3.962
YRANGE 2 16.1 FLOAD 1.68 XRANGE 0 5.258 ZRANGE 0 3.962
YRANGE 2 16.1 FLOAD 3.125 XRANGE 5.258 7.62 ZRANGE 0 1.753
YRANGE 2 16.1 FLOAD 1.68 XRANGE 5.258 7.62 ZRANGE 0 1.753
YRANGE 2 16.1 FLOAD 3.125 XRANGE 5.258 10.439 ZRANGE 1.753 6.477
YRANGE 2 16.1 FLOAD 1.68 XRANGE 5.258 10.439 ZRANGE 1.753 6.477
YRANGE 2 16.1 FLOAD 3.125 XRANGE 1.677 3.582 ZRANGE 6.477 8.255
YRANGE 2 16.1 FLOAD 1.68 XRANGE 1.677 3.582 ZRANGE 6.477 8.255
YRANGE 2 16.1 FLOAD 3.125 XRANGE 3.582 10.439 ZRANGE 6.477 8.255
YRANGE 2 16.1 FLOAD 1.68 XRANGE 3.582 10.439 ZRANGE 6.477 8.255
YRANGE 2 16.1 FLOAD 3.125 XRANGE 6.553 10.439 ZRANGE 8.255 12.141
YRANGE 2 16.1 FLOAD 1.68 XRANGE 6.553 10.439 ZRANGE 8.255 12.141
YRANGE 2 16.1 FLOAD 3.125 XRANGE 3.581 6.553 ZRANGE 8.255 10.846
YRANGE 2 16.1 FLOAD 1.68 XRANGE 3.581 6.553 ZRANGE 8.255 10.846
YRANGE 2 12.9 FLOAD 0.625 XRANGE 0 5.258 ZRANGE 0 3.962
YRANGE 2 12.9 FLOAD 0.625 XRANGE 5.258 7.62 ZRANGE 0 1.753
YRANGE 2 12.9 FLOAD 0.625 XRANGE 5.258 10.439 ZRANGE 1.753 6.477
YRANGE 2 12.9 FLOAD 0.625 XRANGE 1.677 3.582 ZRANGE 6.477 8.255
YRANGE 2 12.9 FLOAD 0.625 XRANGE 3.582 10.439 ZRANGE 6.477 8.255
YRANGE 2 12.9 FLOAD 0.625 XRANGE 6.553 10.439 ZRANGE 8.255 12.141
YRANGE 2 12.9 FLOAD 0.625 XRANGE 3.581 6.553 ZRANGE 8.255 10.846
LOAD 1 LOADTYPE Seismic TITLE EQ X
1893 LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic TITLE EQ -X
1893 LOAD X -1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Seismic TITLE EQ Z
1893 LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE Seismic TITLE EQ -Z
1893 LOAD Z -1
PERFORM ANALYSIS
CHANGE
LOAD 5 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
1 TO 4 9 10 13 15 33 TO 36 38 TO 42 47 48 50 51 53 71 TO 74 76 77 82 TO 85 -
90 91 93 94 96 114 TO 117 119 120 125 TO 128 133 134 136 137 139 157 TO 160 -
162 163 168 TO 171 176 177 179 180 182 200 TO 203 205 206 UNI GY -14.67
5 TO 8 11 14 31 32 37 43 TO 45 49 52 69 70 75 86 TO 88 92 95 112 113 118 129 -
130 TO 131 135 138 155 156 161 172 TO 174 178 181 198 199 204 211 TO 217 -
218 UNI GY -7.33
219 TO 222 227 228 230 231 233 251 TO 254 256 257 UNI GY -4.55
81 124 167 210 261 UNI GY -9
FLOOR LOAD
YRANGE 2 16.1 FLOAD -3.125 XRANGE 0 5.258 ZRANGE 0 3.962 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 0 5.258 ZRANGE 0 3.962 GY
YRANGE 2 16.1 FLOAD -3.125 XRANGE 5.258 7.62 ZRANGE 0 1.753 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 5.258 7.62 ZRANGE 0 1.753 GY
YRANGE 2 16.1 FLOAD -3.125 XRANGE 5.258 10.439 ZRANGE 1.753 6.477 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 5.258 10.439 ZRANGE 1.753 6.477 GY
YRANGE 2 16.1 FLOAD -3.125 XRANGE 1.677 3.582 ZRANGE 6.477 8.255 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 1.677 3.582 ZRANGE 6.477 8.255 GY
ONEWAY LOAD
YRANGE 2 16.1 ONE -3.125 XRANGE 3.582 10.439 ZRANGE 6.477 8.255 GY
YRANGE 2 16.1 ONE -1.68 XRANGE 3.582 10.439 ZRANGE 6.477 8.255 GY
FLOOR LOAD
YRANGE 2 16.1 FLOAD -3.125 XRANGE 6.553 10.439 ZRANGE 8.255 12.141 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 6.553 10.439 ZRANGE 8.255 12.141 GY
YRANGE 2 16.1 FLOAD -3.125 XRANGE 3.581 6.553 ZRANGE 8.255 10.846 GY
YRANGE 2 16.1 FLOAD -1.68 XRANGE 3.581 6.553 ZRANGE 8.255 10.846 GY
LOAD 6 LOADTYPE Live TITLE LL
FLOOR LOAD
YRANGE 2 16.1 FLOAD -2.5 XRANGE 0 5.258 ZRANGE 0 3.962 GY
YRANGE 2 16.1 FLOAD -2.5 XRANGE 5.258 7.62 ZRANGE 0 1.753 GY
YRANGE 2 16.1 FLOAD -2.5 XRANGE 5.258 10.439 ZRANGE 1.753 6.477 GY
YRANGE 2 16.1 FLOAD -2.5 XRANGE 1.677 3.582 ZRANGE 6.477 8.255 GY
ONEWAY LOAD
YRANGE 2 16.1 ONE -2.5 XRANGE 3.582 10.439 ZRANGE 6.477 8.255 GY
FLOOR LOAD
YRANGE 2 16.1 FLOAD -2.5 XRANGE 6.553 10.439 ZRANGE 8.255 12.141 GY
YRANGE 2 16.1 FLOAD -2.5 XRANGE 3.581 6.553 ZRANGE 8.255 10.846 GY
LOAD 7 LOADTYPE Wind TITLE WIND X
WIND LOAD X 1 TYPE 1 YR 10 16.1
LOAD 8 LOADTYPE Wind TITLE WIND -X
WIND LOAD X -1 TYPE 1 YR 10 16
LOAD 9 LOADTYPE Wind TITLE WIND Z
WIND LOAD Z 1 TYPE 2 YR 10 16
LOAD 10 LOADTYPE Wind TITLE WIND -Z
WIND LOAD Z -1 TYPE 2 YR 10 16
LOAD 11 1.5 DL+1.5 LL
REPEAT LOAD
5 1.5 6 1.5
LOAD 12 1.2 DL +1.2 LL +1.2 WLX
REPEAT LOAD
5 1.2 6 1.2 7 1.2
LOAD 13 1.2 DL +1.2 LL +1.2 WL-X
REPEAT LOAD
5 1.2 6 1.2 8 1.2
LOAD 14 1.2 DL +1.2 LL +1.2 WLZ
REPEAT LOAD
5 1.2 6 1.2 9 1.2
LOAD 15 1.2 DL +1.2 LL +1.2 WL-Z
REPEAT LOAD
5 1.2 6 1.2 10 1.2
LOAD 16 1.2 DL +1.2 LL +1.2 ELX
REPEAT LOAD
5 1.2 6 1.2 1 1.2
LOAD 17 1.2 DL +1.2 LL +1.2 EL-X
REPEAT LOAD
5 1.2 6 1.2 2 1.2
LOAD 18 1.2 DL +1.2 LL +1.2 ELZ
REPEAT LOAD
5 1.2 6 1.2 3 1.2
LOAD 19 1.2 DL +1.2 LL +1.2 EL-Z
REPEAT LOAD
5 1.2 6 1.2 4 1.2
LOAD 20 1.5 DL + 1.5 WLX
REPEAT LOAD
5 1.5 7 1.5
LOAD 21 1.5 DL + 1.5 WL-X
REPEAT LOAD
5 1.5 8 1.5
LOAD 22 1.5 DL + 1.5 WLZ
REPEAT LOAD
5 1.5 9 1.5
LOAD 23 1.5 DL + 1.5 WL-Z
REPEAT LOAD
5 1.5 10 1.5
LOAD 24 1.5 DL + 1.5 ELX
REPEAT LOAD
5 1.5 1 1.5
LOAD 25 1.5 DL + 1.5 EL-X
REPEAT LOAD
5 1.5 2 1.5
LOAD 26 1.5 DL + 1.5 ELZ
REPEAT LOAD
5 1.5 3 1.5
LOAD 27 1.5 DL + 1.5 EL-Z
REPEAT LOAD
5 1.5 4 1.5
LOAD 28 0.9 DL + 1.5 ELX
REPEAT LOAD
5 0.9 1 1.5
LOAD 29 0.9 DL + 1.5 EL-X
REPEAT LOAD
5 0.9 2 1.5
LOAD 30 0.9 DL + 1.5 ELZ
REPEAT LOAD
5 0.9 3 1.5
LOAD 31 0.9 DL + 1.5 EL-Z
REPEAT LOAD
5 0.9 4 1.5
PDELTA 15 ANALYSIS SMALLDELTA PRINT ALL
FINISH
After analysis it is found by me that results in 1st & 3rd case are not same but near about same but results of 2nd case are much different from both.
1. Why?
2. And which one is correct procedure for analysis?
3. Here is two warnings in output about wind load. I am unable to understand about these warnins.
Please help.
Thanks.