STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 14-Aug-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT MMS KN
JOINT COORDINATES
1 0 0 1376; 2 0 2895 0; 3 162.5 3176.46 0; 4 -162.5 2613.54 0; 5 0 2895 1376;
6 0 0 4976; 7 0 2895 4976; 8 0 0 10376; 9 0 2895 10376; 10 0 0 16576;
11 0 2895 16576; 12 0 0 23476; 13 0 2895 23476; 14 0 0 30376; 15 0 2895 30376;
16 0 0 35776; 17 0 2895 35776; 19 0 2895 1062; 22 0 2895 2134; 25 0 2895 3206;
28 0 2895 4278; 31 0 2895 5350; 34 0 2895 6422; 37 0 2895 7494; 40 0 2895 8566;
43 0 2895 9638; 46 0 2895 10710; 49 0 2895 11782; 52 0 2895 12854;
55 0 2895 13926; 58 0 2895 14998; 61 0 2895 16070; 64 0 2895 17142;
67 0 2895 18214; 70 0 2895 19286; 73 0 2895 20358; 76 0 2895 21430;
79 0 2895 22502; 82 0 2895 23574; 85 0 2895 24646; 88 0 2895 25718;
91 0 2895 26790; 94 0 2895 27862; 97 0 2895 28934; 100 0 2895 30006;
103 0 2895 31078; 106 0 2895 32150; 109 0 2895 33222; 112 0 2895 34294;
114 -162.5 2613.54 35366; 115 0 2895 35366; 116 162.5 3176.46 35366;
117 162.5 3176.46 1072; 118 -162.5 2613.54 1072; 119 162.5 3176.46 2144;
120 -162.5 2613.54 2144; 121 162.5 3176.46 3216; 122 -162.5 2613.54 3216;
123 162.5 3176.46 4288; 124 -162.5 2613.54 4288; 125 162.5 3176.46 5360;
126 -162.5 2613.54 5360; 127 162.5 3176.46 6432; 128 -162.5 2613.54 6432;
129 162.5 3176.46 7504; 130 -162.5 2613.54 7504; 131 162.5 3176.46 8576;
132 -162.5 2613.54 8576; 133 162.5 3176.46 9648; 134 -162.5 2613.54 9648;
135 162.5 3176.46 10720; 136 -162.5 2613.54 10720; 137 162.5 3176.46 11792;
138 -162.5 2613.54 11792; 139 162.5 3176.46 12864; 140 -162.5 2613.54 12864;
141 162.5 3176.46 13936; 142 -162.5 2613.54 13936; 143 162.5 3176.46 15008;
144 -162.5 2613.54 15008; 145 162.5 3176.46 16080; 146 -162.5 2613.54 16080;
147 162.5 3176.46 17152; 148 -162.5 2613.54 17152; 149 162.5 3176.46 18224;
150 -162.5 2613.54 18224; 151 162.5 3176.46 19296; 152 -162.5 2613.54 19296;
153 162.5 3176.46 20368; 154 -162.5 2613.54 20368; 155 162.5 3176.46 21440;
156 -162.5 2613.54 21440; 157 162.5 3176.46 22512; 158 -162.5 2613.54 22512;
159 162.5 3176.46 23584; 160 -162.5 2613.54 23584; 161 162.5 3176.46 24656;
162 -162.5 2613.54 24656; 163 162.5 3176.46 25728; 164 -162.5 2613.54 25728;
165 162.5 3176.46 26800; 166 -162.5 2613.54 26800; 167 162.5 3176.46 27872;
168 -162.5 2613.54 27872; 169 162.5 3176.46 28944; 170 -162.5 2613.54 28944;
171 162.5 3176.46 30016; 172 -162.5 2613.54 30016; 173 162.5 3176.46 31088;
174 -162.5 2613.54 31088; 175 162.5 3176.46 32160; 176 -162.5 2613.54 32160;
177 162.5 3176.46 33232; 178 -162.5 2613.54 33232; 179 162.5 3176.46 34304;
180 -162.5 2613.54 34304;
MEMBER INCIDENCES
1 1 5; 2 4 2; 3 2 3; 4 6 7; 5 8 9; 6 10 11; 7 12 13; 8 14 15; 9 16 17;
10 118 19; 11 19 117; 12 120 22; 13 22 119; 14 122 25; 15 25 121; 16 124 28;
17 28 123; 18 126 31; 19 31 125; 20 128 34; 21 34 127; 22 130 37; 23 37 129;
24 132 40; 25 40 131; 26 134 43; 27 43 133; 28 136 46; 29 46 135; 30 138 49;
31 49 137; 32 140 52; 33 52 139; 34 142 55; 35 55 141; 36 144 58; 37 58 143;
38 146 61; 39 61 145; 40 148 64; 41 64 147; 42 150 67; 43 67 149; 44 152 70;
45 70 151; 46 154 73; 47 73 153; 48 156 76; 49 76 155; 50 158 79; 51 79 157;
52 160 82; 53 82 159; 54 162 85; 55 85 161; 56 164 88; 57 88 163; 58 166 91;
59 91 165; 60 168 94; 61 94 167; 62 170 97; 63 97 169; 64 172 100; 65 100 171;
66 174 103; 67 103 173; 68 176 106; 69 106 175; 70 178 109; 71 109 177;
72 180 112; 73 112 179; 74 114 115; 75 115 116; 76 2 19; 77 115 17; 78 112 115;
79 109 112; 80 106 109; 81 103 106; 82 15 103; 83 100 15; 84 97 100; 85 94 97;
86 91 94; 87 88 91; 88 85 88; 89 82 85; 90 13 82; 91 79 13; 92 76 79; 93 73 76;
94 70 73; 95 67 70; 96 64 67; 97 11 64; 98 61 11; 99 58 61; 100 55 58;
101 52 55; 102 49 52; 103 46 49; 104 9 46; 105 43 9; 106 40 43; 107 37 40;
108 34 37; 109 31 34; 110 7 31; 111 28 7; 112 25 28; 113 22 25; 114 5 22;
115 19 5; 116 3 117; 117 4 118; 118 117 119; 119 118 120; 120 119 121;
121 120 122; 122 121 123; 123 122 124; 124 123 125; 125 124 126; 126 125 127;
127 126 128; 128 127 129; 129 128 130; 130 129 131; 131 130 132; 132 131 133;
133 132 134; 134 133 135; 135 134 136; 136 135 137; 137 136 138; 138 137 139;
139 138 140; 140 139 141; 141 140 142; 142 141 143; 143 142 144; 144 143 145;
145 144 146; 146 145 147; 147 146 148; 148 147 149; 149 148 150; 150 149 151;
151 150 152; 152 151 153; 153 152 154; 154 153 155; 155 154 156; 156 155 157;
157 156 158; 158 157 159; 159 158 160; 160 159 161; 161 160 162; 162 161 163;
163 162 164; 164 163 165; 165 164 166; 166 165 167; 167 166 168; 168 167 169;
169 168 170; 170 169 171; 171 170 172; 172 171 173; 173 172 174; 174 173 175;
175 174 176; 176 175 177; 177 176 178; 178 177 179; 179 178 180; 180 179 116;
181 180 114;
START GROUP DEFINITION
MEMBER
_PILLARS 1 4 TO 9
_BEAM 76 TO 115
_PURLIN 2 3 10 TO 75
_BEAM_B1 76 86 TO 115
_PILLARS_B1 1 4 TO 7
_PURLIN_B1 2 3 10 TO 61
_BEAM_B2 77 TO 107
_PILLARS_B2 5 TO 9
_PURLIN_B2 22 TO 75
END GROUP DEFINITION
START USER TABLE
END
DEFINE MATERIAL START
ISOTROPIC STEEL
E 205
POISSON 0.3
DENSITY 7.68195e-08
ALPHA 1.2e-05
DAMP 0.03
TYPE STEEL
STRENGTH FY 0.2532 FU 0.4078 RY 1.5 RT 1.2
ISOTROPIC DUMMY
E 2.05e-12
POISSON 0.3
DENSITY 7.68195e-12
ALPHA 1.2e-05
DAMP 0.03
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 4 TO 9 TAPERED 200 3.2 200 100 4.5 200 4.5
MEMBER PROPERTY CHINESE
76 TO 115 TABLE ST TUBE TH 3 WT 140 DT 140
MEMBER PROPERTY CHINESE
116 TO 181 TABLE ST PIPE OD 30 ID 2
CONSTANTS
MATERIAL STEEL MEMB 1 TO 115
MATERIAL DUMMY MEMB 116 TO 181
SUPPORTS
1 6 8 10 12 14 16 FIXED
*MEMBER RELEASE
*1 4 TO 9 END MZ MY MX
*76 TO 115 START MX
*76 TO 115  END MX
DEFINE WIND LOAD
TYPE 1 WD X_A&B
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 18.000 M/SEC 2 3 0 0 0.000 FT 0.000 FT 0.000 FT 1 -
3333.000 MM 35776.000 MM 1905.000 MM 13.680 0.020 0 0 0 1 1.030 1.000 0.870 -
0.850 0 0 0 0 0.867 1.650 0.000
!> END GENERATED DATA BLOCK
INT 2.16509e-07 2.16509e-07 1.73985e-07 HEIG  0  4572  4572
TYPE 2 WD X_C_1S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 18.000 M/SEC 2 3 0 0 0.000 FT 0.000 FT 0.000 FT 1 -
3333.000 MM 35776.000 MM 1905.000 MM 13.680 0.020 0 0 0 1 1.030 1.000 0.870 -
0.850 0 0 1 0 0.867 4.000 -0.550
!> END GENERATED DATA BLOCK
INT 5.24871e-07 5.24871e-07 4.21782e-07 HEIG  0  4572  4572
TYPE 3 WD X_C_2S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 18.000 M/SEC 2 3 0 0 0.000 FT 0.000 FT 0.000 FT 1 -
3333.000 MM 35776.000 MM 1905.000 MM 13.680 0.020 0 0 0 1 1.030 1.000 0.870 -
0.850 0 0 1 0 0.867 2.600 -0.550
!> END GENERATED DATA BLOCK
INT 3.41166e-07 3.41166e-07 2.74158e-07 HEIG  0  4572  4572
TYPE 4 WD X_C_3S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 18.000 M/SEC 2 3 0 0 0.000 FT 0.000 FT 0.000 FT 1 -
3333.000 MM 35776.000 MM 1905.000 MM 13.680 0.020 0 0 0 1 2.637 1.000 0.870 -
0.850 0 0 1 0 0.696 2.000 -0.550
!> END GENERATED DATA BLOCK
INT 2.10891e-07 2.10891e-07 3.48683e-07 3.91434e-07 4.19335e-07 4.40479e-07 -
4.57678e-07 4.72264e-07 4.84979e-07 4.96283e-07 5.06483e-07 5.1579e-07 -
5.24363e-07 5.32317e-07 5.39744e-07 5.26669e-05 HEIG 0 4572 82366.3 160161 -
237955 315749 393544 471338 549132 626927 704721 782515 860310 938104 -
1.0159e+06 1.0159e+06
TYPE 5 WD X_C_4S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 18.000 M/SEC 2 3 0 0 0.000 FT 0.000 FT 0.000 FT 1 -
3333.000 MM 35776.000 MM 1905.000 MM 13.680 0.020 0 0 0 1 1.030 1.000 0.870 -
0.850 0 0 1 0 0.867 1.500 -0.550
!> END GENERATED DATA BLOCK
INT 1.96827e-07 1.96827e-07 9.72473e-07 HEIG  0  4572  4572
TYPE 6 WD X_C_5S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 18.000 M/SEC 2 3 0 0 0.000 FT 0.000 FT 0.000 FT 1 -
3333.000 MM 35776.000 MM 1905.000 MM 13.680 0.020 0 0 0 1 1.030 1.000 0.870 -
0.850 0 0 1 0 0.867 1.350 -0.550
!> END GENERATED DATA BLOCK
INT 1.77144e-07 1.77144e-07 7.03325e-07 HEIG  0  4572  4572
TYPE 7 WD X_C_5_10S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 18.000 M/SEC 2 3 0 0 0.000 FT 0.000 FT 0.000 FT 1 -
3333.000 MM 35776.000 MM 1905.000 MM 13.680 0.020 0 0 0 1 1.030 1.000 0.870 -
0.850 0 0 1 0 0.867 0.900 -0.550
!> END GENERATED DATA BLOCK
INT 1.18096e-07 1.18096e-07 9.4901e-08 HEIG  0  4572  4572
TYPE 8 WD X_C_10S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 18.000 M/SEC 2 3 0 0 0.000 FT 0.000 FT 0.000 FT 1 -
3333.000 MM 35776.000 MM 1905.000 MM 13.680 0.020 0 0 0 1 1.030 1.000 0.870 -
0.850 0 0 1 0 0.867 0.550 -0.550
!> END GENERATED DATA BLOCK
INT 7.21698e-08 7.21698e-08 2.8654e-07 HEIG  0  4572  4572
LOAD 1 LOADTYPE Wind  TITLE WL(+X) CASE A
WIND LOAD X 3.38 TYPE 1 YR 2613.54 3176.46
*_PURLIN
*MEMBER LOAD
*1 4 TO 9 UNI GX 0.00016
LOAD 2 LOADTYPE Wind  TITLE WL(-X) CASE A
WIND LOAD -X -3.38 TYPE 1 OPEN LIST _PURLIN
WIND LOAD -X -1 TYPE 1 OPEN LIST _BEAM
WIND LOAD -X -1 TYPE 1 OPEN LIST _PILLARS
LOAD 3 LOADTYPE Wind  TITLE WL(+X) CASE B1
WIND LOAD X 3.38 TYPE 1 OPEN LIST _PURLIN_B1
MEMBER LOAD
1 4 TO 7 UNI GX 0.00016
LOAD 4 LOADTYPE Wind  TITLE WL(-X) CASE B1
WIND LOAD -X -3.38 TYPE 1 OPEN LIST _PURLIN_B1
WIND LOAD -X -1 TYPE 1 OPEN LIST _BEAM_B1
WIND LOAD -X -1 TYPE 1 OPEN LIST _PILLARS_B1
LOAD 5 LOADTYPE Wind  TITLE WL(+X) CASE B2
WIND LOAD X 3.38 TYPE 1 OPEN LIST _PURLIN_B2
MEMBER LOAD
5 TO 9 UNI GX 0.00016
LOAD 6 LOADTYPE Wind  TITLE WL(-X) CASE B2
WIND LOAD -X -3.38 TYPE 1 OPEN LIST _PURLIN_B2
WIND LOAD -X -1 TYPE 1 OPEN LIST _BEAM_B2
WIND LOAD -X -1 TYPE 1 OPEN LIST _PILLARS_B2
LOAD 7 LOADTYPE Wind  TITLE WL(+X) CASE C1
*For the region with end point of distance to the windward edge = 1s
WIND LOAD X 3.38 TYPE 2 OPEN LIST 2 3 10 11
WIND LOAD X 1 TYPE 2 OPEN LIST 1 76
MEMBER LOAD
115 UNI GX 7.3e-05
114 UNI GX 7.3e-05 0 529
*For the region with end point of distance to the windward edge = 2s
WIND LOAD X 3.38 TYPE 3 OPEN LIST 12 TO 15
WIND LOAD X 1 TYPE 3 OPEN LIST 113
MEMBER LOAD
114 UNI GX 4.8e-05 529 758
112 UNI GX 4.8e-05 0 604
*For the region with end point of distance to the windward edge = 3s
WIND LOAD X 3.38 TYPE 4 OPEN LIST 16 TO 19
WIND LOAD X 1 TYPE 4 OPEN LIST 4 110 111
MEMBER LOAD
112 UNI GX 3e-05 604 1072
MEMBER LOAD
109 UNI GX 3e-05 0 365
*For the region with end point of distance to the windward edge = 4s
WIND LOAD X 3.38 TYPE 5 OPEN LIST 20 TO 23
WIND LOAD X 1 TYPE 5 OPEN LIST 108
MEMBER LOAD
109 UNI GX 2.8e-05 365 1072
MEMBER LOAD
107 UNI GX 2.8e-05 0 126
*For the region with end point of distance to the windward edge = 5s
WIND LOAD X 3.38 TYPE 6 OPEN LIST 24 25
MEMBER LOAD
107 UNI GX 2.5e-05 126 1072
MEMBER LOAD
106 UNI GX 2.5e-05 0 959
*For the region with end point of distance to the windward edge = 5s-10s
WIND LOAD X 3.38 TYPE 7 OPEN LIST 26 TO 43
WIND LOAD X 1 TYPE 7 OPEN LIST 5 6 96 TO 105
MEMBER LOAD
106 UNI GX 1.7e-05 959 1072
MEMBER LOAD
95 UNI GX 1.7e-05 0 836
*For the region with end point of distance to the windward edge > 10s
WIND LOAD X 3.38 TYPE 8 OPEN LIST 44 TO 75
WIND LOAD X 1 TYPE 8 OPEN LIST 7 TO 9 77 TO 94
MEMBER LOAD
95 UNI GX 4e-05 836 1072
LOAD 8 LOADTYPE Wind  TITLE WL(-X) CASE C1
*For the region with end point of distance to the windward edge = 1s
WIND LOAD -X -3.38 TYPE 2 OPEN LIST 2 3 10 11
WIND LOAD -X -1 TYPE 2 OPEN LIST 1 76
MEMBER LOAD
115 UNI GX -7.3e-05
114 UNI GX -7.3e-05 0 529
*For the region with end point of distance to the windward edge = 2s
WIND LOAD -X -3.38 TYPE 3 OPEN LIST 12 TO 15
WIND LOAD -X -1 TYPE 3 OPEN LIST 113
MEMBER LOAD
114 UNI GX -4.8e-05 529 758
112 UNI GX -4.8e-05 0 604
*For the region with end point of distance to the windward edge = 3s
WIND LOAD -X -3.38 TYPE 4 OPEN LIST 16 TO 19
WIND LOAD -X -1 TYPE 4 OPEN LIST 4 110 111
MEMBER LOAD
112 UNI GX -3e-05 604 1072
MEMBER LOAD
109 UNI GX -3e-05 0 365
*For the region with end point of distance to the windward edge = 4s
WIND LOAD -X -3.38 TYPE 5 OPEN LIST 20 TO 23
WIND LOAD -X -1 TYPE 5 OPEN LIST 108
MEMBER LOAD
109 UNI GX -2.8e-05 365 1072
MEMBER LOAD
107 UNI GX -2.8e-05 0 126
*For the region with end point of distance to the windward edge = 5s
WIND LOAD -X -3.38 TYPE 6 OPEN LIST 24 25
MEMBER LOAD
107 UNI GX -2.5e-05 126 1072
MEMBER LOAD
106 UNI GX -2.5e-05 0 959
*For the region with end point of distance to the windward edge = 5s-10s
WIND LOAD -X -3.38 TYPE 7 OPEN LIST 26 TO 43
WIND LOAD -X -1 TYPE 7 OPEN LIST 5 6 96 TO 105
MEMBER LOAD
106 UNI GX -1.7e-05 959 1072
MEMBER LOAD
95 UNI GX -1.7e-05 0 836
*For the region with end point of distance to the windward edge > 10s
WIND LOAD -X -3.38 TYPE 8 OPEN LIST 44 TO 75
WIND LOAD -X -1 TYPE 8 OPEN LIST 7 TO 9 77 TO 94
MEMBER LOAD
95 UNI GX -4e-05 836 1072
LOAD 9 LOADTYPE Wind  TITLE WL(+X) CASE C2
*For the region with end point of distance to the windward edge > 10s
WIND LOAD X -3.38 TYPE 8 OPEN LIST _PURLIN
WIND LOAD X -1 TYPE 8 OPEN LIST _BEAM
LOAD 10 LOADTYPE Wind  TITLE WL(-X) CASE C2
*For the region with end point of distance to the windward edge > 10s
WIND LOAD -X -3.38 TYPE 8 OPEN LIST _PURLIN
WIND LOAD -X -1 TYPE 8 OPEN LIST _PILLARS
*SELFWEIGHT Y -1
*MODAL CALCULATION REQUESTED
*CALCULATE RAYLEIGH FREQUENCY
PERFORM ANALYSIS
FINISH
