STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 23-Sep-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 4.572 0 0; 3 9.144 0 0; 4 13.716 0 0; 5 18.288 0 0; 6 0 0 4.572;
7 4.572 0 4.572; 8 9.144 0 4.572; 9 13.716 0 4.572; 10 18.288 0 4.572;
11 0 0 9.144; 12 4.572 0 9.144; 13 9.144 0 9.144; 14 13.716 0 9.144;
15 18.288 0 9.144; 16 0 0 13.716; 17 4.572 0 13.716; 18 9.144 0 13.716;
19 13.716 0 13.716; 20 18.288 0 13.716; 21 0 0 18.288; 22 4.572 0 18.288;
23 9.144 0 18.288; 24 13.716 0 18.288; 25 18.288 0 18.288; 26 0 0 22.86;
27 4.572 0 22.86; 28 9.144 0 22.86; 29 13.716 0 22.86; 30 18.288 0 22.86;
31 0 0 27.432; 32 4.572 0 27.432; 33 9.144 0 27.432; 34 13.716 0 27.432;
35 18.288 0 27.432; 36 0 0 32.004; 37 4.572 0 32.004; 38 9.144 0 32.004;
39 13.716 0 32.004; 40 18.288 0 32.004; 41 0 0 36.576; 42 4.572 0 36.576;
43 9.144 0 36.576; 44 13.716 0 36.576; 45 18.288 0 36.576; 46 0 0 41.148;
47 4.572 0 41.148; 48 9.144 0 41.148; 49 13.716 0 41.148; 50 18.288 0 41.148;
51 0 0 45.72; 52 4.572 0 45.72; 53 9.144 0 45.72; 54 13.716 0 45.72;
55 18.288 0 45.72; 56 21.336 0 0; 57 21.336 0 4.572; 58 21.336 0 9.144;
59 21.336 0 13.716; 60 21.336 0 18.288; 61 21.336 0 22.86; 62 0 0 50.292;
63 4.572 0 50.292; 64 9.144 0 50.292; 65 13.716 0 50.292; 66 18.288 0 50.292;
67 0 0 54.864; 68 4.572 0 54.864; 69 9.144 0 54.864; 70 13.716 0 54.864;
71 18.288 0 54.864; 72 0 -4.572 0; 73 4.572 -4.572 0; 74 9.144 -4.572 0;
75 13.716 -4.572 0; 76 18.288 -4.572 0; 77 0 -4.572 4.572;
78 4.572 -4.572 4.572; 79 9.144 -4.572 4.572; 80 13.716 -4.572 4.572;
81 18.288 -4.572 4.572; 82 0 -4.572 9.144; 83 18.288 -4.572 9.144;
84 0 -4.572 13.716; 85 18.288 -4.572 13.716; 86 0 -4.572 18.288;
87 18.288 -4.572 18.288; 88 0 -4.572 22.86; 89 18.288 -4.572 22.86;
90 0 -4.572 27.432; 91 18.288 -4.572 27.432; 92 0 -4.572 32.004;
93 18.288 -4.572 32.004; 94 0 -4.572 36.576; 95 18.288 -4.572 36.576;
96 0 -4.572 41.148; 97 18.288 -4.572 41.148; 98 0 -4.572 45.72;
99 18.288 -4.572 45.72; 100 21.336 -4.572 0; 101 21.336 -4.572 4.572;
102 21.336 -4.572 9.144; 103 21.336 -4.572 13.716; 104 21.336 -4.572 18.288;
105 21.336 -4.572 22.86; 106 0 -4.572 50.292; 107 18.288 -4.572 50.292;
108 0 -4.572 54.864; 109 4.572 -4.572 54.864; 110 9.144 -4.572 54.864;
111 13.716 -4.572 54.864; 112 18.288 -4.572 54.864; 113 0 -5.182 0;
114 4.572 -5.182 0; 115 9.144 -5.182 0; 116 13.716 -5.182 0;
117 18.288 -5.182 0; 118 0 -5.182 4.572; 119 4.572 -5.182 4.572;
120 9.144 -5.182 4.572; 122 18.288 -5.182 4.572; 123 0 -5.182 9.144;
124 18.288 -5.182 9.144; 125 0 -5.182 13.716; 126 18.288 -5.182 13.716;
127 0 -5.182 18.288; 128 18.288 -5.182 18.288; 129 0 -5.182 22.86;
130 18.288 -5.182 22.86; 131 0 -5.182 27.432; 132 18.288 -5.182 27.432;
133 0 -5.182 32.004; 134 18.288 -5.182 32.004; 135 0 -5.182 36.576;
136 18.288 -5.182 36.576; 137 0 -5.182 41.148; 138 18.288 -5.182 41.148;
139 0 -5.182 45.72; 140 18.288 -5.182 45.72; 141 21.336 -5.182 0;
142 21.336 -5.182 4.572; 143 21.336 -5.182 9.144; 144 21.336 -5.182 13.716;
145 21.336 -5.182 18.288; 146 21.336 -5.182 22.86; 147 0 -5.182 50.292;
148 18.288 -5.182 50.292; 149 0 -5.182 54.864; 150 4.572 -5.182 54.864;
151 9.144 -5.182 54.864; 152 13.716 -5.182 54.864; 153 18.288 -5.182 54.864;
154 4.572 -4.572 50.292; 155 9.144 -4.572 50.292; 156 13.716 -4.572 50.292;
157 4.572 -5.182 50.292; 158 9.144 -5.182 50.292; 159 13.716 -5.182 50.292;
160 13.716 -5.182 4.572; 161 21.336 -4.572 2.286; 162 18.288 -4.572 2.286;
163 11.43 -4.572 54.864; 164 11.43 -4.572 50.292; 165 11.43 0 54.864;
166 11.43 0 50.292; 167 5.715 0 0; 168 5.715 0 4.572; 169 5.715 -4.572 0;
170 5.715 -4.572 4.572;
MEMBER INCIDENCES
1 1 2; 2 2 167; 3 3 4; 4 4 5; 5 1 6; 7 3 8; 8 4 9; 9 5 10; 10 6 7; 11 7 168;
12 8 9; 13 9 10; 14 6 11; 15 7 12; 16 8 13; 17 9 14; 18 10 15; 19 11 15;
23 11 16; 24 12 17; 25 13 18; 26 14 19; 27 15 20; 28 16 20; 32 16 21; 33 17 22;
34 18 23; 35 19 24; 36 20 25; 37 21 25; 41 21 26; 42 22 27; 43 23 28; 44 24 29;
45 25 30; 46 26 30; 50 26 31; 51 27 32; 52 28 33; 53 29 34; 54 30 35; 55 31 35;
59 31 36; 60 32 37; 61 33 38; 62 34 39; 63 35 40; 64 36 40; 68 36 41; 69 37 42;
70 38 43; 71 39 44; 72 40 45; 73 41 45; 77 41 46; 78 42 47; 79 43 48; 80 44 49;
81 45 50; 82 46 50; 86 46 51; 87 47 52; 88 48 53; 89 49 54; 90 50 55; 91 51 55;
95 5 56; 96 56 57; 97 57 58; 98 58 59; 99 59 60; 100 60 61; 101 30 61;
102 10 57; 103 15 58; 104 20 59; 105 25 60; 106 51 62; 107 52 63; 108 53 64;
109 54 65; 110 55 66; 111 62 63; 112 63 64; 113 64 166; 114 65 66; 115 62 67;
116 63 68; 117 64 69; 119 66 71; 120 67 68; 121 68 69; 122 69 165; 123 70 71;
124 1 113; 125 2 114; 126 3 115; 127 4 116; 128 5 117; 129 6 118; 130 7 119;
131 8 120; 133 10 122; 134 11 123; 135 15 124; 136 16 125; 137 20 126;
138 21 127; 139 25 128; 140 26 129; 141 30 130; 142 31 131; 143 35 132;
144 36 133; 145 40 134; 146 41 135; 147 45 136; 148 46 137; 149 50 138;
150 51 139; 151 55 140; 152 56 141; 153 57 142; 154 58 143; 155 59 144;
156 60 145; 157 61 146; 158 62 147; 159 66 148; 160 67 149; 161 68 150;
162 69 151; 163 70 152; 164 71 153; 165 72 77; 166 77 82; 167 82 84; 168 84 86;
169 86 88; 170 88 90; 171 90 92; 172 92 94; 173 94 96; 174 96 98; 175 98 106;
176 106 108; 177 108 109; 178 109 110; 179 110 163; 180 111 112; 181 100 161;
182 101 102; 183 102 103; 184 103 104; 185 104 105; 186 76 162; 187 81 83;
188 83 85; 189 85 87; 190 87 89; 191 89 91; 192 91 93; 193 93 95; 194 95 97;
195 97 99; 196 99 107; 197 107 112; 198 72 73; 199 73 169; 200 74 75;
201 75 76; 202 76 100; 203 77 78; 204 78 170; 205 79 80; 206 80 81; 207 81 101;
208 89 105; 210 103 85; 211 83 102; 213 64 158; 214 65 156; 215 106 154;
216 154 155; 217 155 164; 218 156 107; 219 154 157; 221 156 159; 223 80 160;
224 161 101; 225 162 81; 226 161 162; 227 163 111; 228 164 156; 229 164 163;
230 165 70; 231 166 65; 232 166 165; 233 167 3; 234 168 8; 235 167 168;
236 169 74; 237 170 79; 238 169 170;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
124 TO 129 133 TO 150 158 TO 164 PRIS YD 0.9 ZD 0.45
130 131 213 214 PRIS YD 0.6 ZD 0.45
152 TO 157 165 TO 206 215 TO 218 224 225 227 TO 229 236 TO 237 -
238 PRIS YD 0.45 ZD 0.225
151 PRIS YD 1.676 ZD 0.45
219 223 PRIS YD 0.225 ZD 0.225
207 208 210 211 226 PRIS YD 0.3 ZD 0.23
1 TO 5 7 9 TO 18 23 TO 27 32 TO 36 41 TO 45 50 TO 54 59 TO 63 68 TO 72 77 -
78 TO 81 86 TO 90 95 TO 117 119 TO 123 221 230 TO 235 PRIS YD 0.6 ZD 0.3
8 PRIS YD 0.6 ZD 0.23
19 28 37 46 55 64 73 82 91 PRIS YD 1.2 ZD 0.45
SUPPORTS
113 TO 120 122 TO 153 157 TO 160 PINNED
DEFINE 1893 LOAD
ZONE 0.16 RF 5 I 1.5 SS 2 ST 1
SELFWEIGHT 1 
DEFINE WIND LOAD
TYPE 1 WIND 1
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 150.000 KMPH 0 1 1 0 0.000 FT 0.000 FT 0.000 FT 1 -
1 40.000 FT 30.000 FT 25.000 FT 2.000 0.010 0 -
0 0 0 0 0.761 1.000 1.000 0.850 0 -
0 0 0 0.866 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 0.738938 0.738938 0.751572 0.763219 0.774045 0.784176 0.793712 0.80273 -
 0.811292 0.81945 0.827247 0.83472 0.841898 0.848809 0.855474 HEIG  0  4.572 -
 5.15815  5.74431  6.33046  6.91662  7.50277  8.08892  8.67508  9.26123 -
 9.84739  10.4335  11.0197  11.6059  12.192
EXP 1 JOINT 1 TO 120 122 TO 170
LOAD 1 LOADTYPE Seismic  TITLE EL X+
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic  TITLE EL X-
1893 LOAD X -1
LOAD 3 LOADTYPE Seismic  TITLE EL Z+
1893 LOAD Z 1
LOAD 4 LOADTYPE Seismic  TITLE EL Z-
1893 LOAD Z -1
LOAD 5 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
MEMBER LOAD
165 TO 208 210 211 215 TO 218 224 225 227 TO 229 236 TO 238 UNI GY -20.25
FLOOR LOAD
YRANGE 0 6 FLOAD -10.875 GY
LOAD 6 LOADTYPE Live  TITLE LL
MEMBER LOAD
19 28 37 46 55 64 73 82 91 UNI GY -20.275
FLOOR LOAD
YRANGE 0 6 FLOAD -2.25 GY
LOAD 7 LOADTYPE Wind  TITLE WL X+
WIND LOAD X 1 TYPE 1
LOAD 8 LOADTYPE Wind  TITLE WL X-
WIND LOAD X -1 TYPE 1
LOAD 9 LOADTYPE Wind  TITLE WL Z+
WIND LOAD Z 1 TYPE 1
LOAD 10 LOADTYPE Wind  TITLE WL Z-
WIND LOAD Z -1 TYPE 1
PERFORM ANALYSIS
FINISH
