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; 18 -162.5 2613.54 1062; 19 0 2895 1062;
20 162.5 3176.46 1062; 21 -162.5 2613.54 2134; 22 0 2895 2134;
23 162.5 3176.46 2134; 24 -162.5 2613.54 3206; 25 0 2895 3206;
26 162.5 3176.46 3206; 27 -162.5 2613.54 4278; 28 0 2895 4278;
29 162.5 3176.46 4278; 30 -162.5 2613.54 5350; 31 0 2895 5350;
32 162.5 3176.46 5350; 33 -162.5 2613.54 6422; 34 0 2895 6422;
35 162.5 3176.46 6422; 36 -162.5 2613.54 7494; 37 0 2895 7494;
38 162.5 3176.46 7494; 39 -162.5 2613.54 8566; 40 0 2895 8566;
41 162.5 3176.46 8566; 42 -162.5 2613.54 9638; 43 0 2895 9638;
44 162.5 3176.46 9638; 45 -162.5 2613.54 10710; 46 0 2895 10710;
47 162.5 3176.46 10710; 48 -162.5 2613.54 11782; 49 0 2895 11782;
50 162.5 3176.46 11782; 51 -162.5 2613.54 12854; 52 0 2895 12854;
53 162.5 3176.46 12854; 54 -162.5 2613.54 13926; 55 0 2895 13926;
56 162.5 3176.46 13926; 57 -162.5 2613.54 14998; 58 0 2895 14998;
59 162.5 3176.46 14998; 60 -162.5 2613.54 16070; 61 0 2895 16070;
62 162.5 3176.46 16070; 63 -162.5 2613.54 17142; 64 0 2895 17142;
65 162.5 3176.46 17142; 66 -162.5 2613.54 18214; 67 0 2895 18214;
68 162.5 3176.46 18214; 69 -162.5 2613.54 19286; 70 0 2895 19286;
71 162.5 3176.46 19286; 72 -162.5 2613.54 20358; 73 0 2895 20358;
74 162.5 3176.46 20358; 75 -162.5 2613.54 21430; 76 0 2895 21430;
77 162.5 3176.46 21430; 78 -162.5 2613.54 22502; 79 0 2895 22502;
80 162.5 3176.46 22502; 81 -162.5 2613.54 23574; 82 0 2895 23574;
83 162.5 3176.46 23574; 84 -162.5 2613.54 24646; 85 0 2895 24646;
86 162.5 3176.46 24646; 87 -162.5 2613.54 25718; 88 0 2895 25718;
89 162.5 3176.46 25718; 90 -162.5 2613.54 26790; 91 0 2895 26790;
92 162.5 3176.46 26790; 93 -162.5 2613.54 27862; 94 0 2895 27862;
95 162.5 3176.46 27862; 96 -162.5 2613.54 28934; 97 0 2895 28934;
98 162.5 3176.46 28934; 99 -162.5 2613.54 30006; 100 0 2895 30006;
101 162.5 3176.46 30006; 102 -162.5 2613.54 31078; 103 0 2895 31078;
104 162.5 3176.46 31078; 105 -162.5 2613.54 32150; 106 0 2895 32150;
107 162.5 3176.46 32150; 108 -162.5 2613.54 33222; 109 0 2895 33222;
110 162.5 3176.46 33222; 111 -162.5 2613.54 34294; 112 0 2895 34294;
113 162.5 3176.46 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 18 19; 11 19 20; 12 21 22; 13 22 23; 14 24 25; 15 25 26; 16 27 28; 17 28 29;
18 30 31; 19 31 32; 20 33 34; 21 34 35; 22 36 37; 23 37 38; 24 39 40; 25 40 41;
26 42 43; 27 43 44; 28 45 46; 29 46 47; 30 48 49; 31 49 50; 32 51 52; 33 52 53;
34 54 55; 35 55 56; 36 57 58; 37 58 59; 38 60 61; 39 61 62; 40 63 64; 41 64 65;
42 66 67; 43 67 68; 44 69 70; 45 70 71; 46 72 73; 47 73 74; 48 75 76; 49 76 77;
50 78 79; 51 79 80; 52 81 82; 53 82 83; 54 84 85; 55 85 86; 56 87 88; 57 88 89;
58 90 91; 59 91 92; 60 93 94; 61 94 95; 62 96 97; 63 97 98; 64 99 100;
65 100 101; 66 102 103; 67 103 104; 68 105 106; 69 106 107; 70 108 109;
71 109 110; 72 111 112; 73 112 113; 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 20; 117 4 18; 118 117 23; 119 118 21;
120 119 26; 121 120 24; 122 121 29; 123 122 27; 124 123 32; 125 124 30;
126 125 35; 127 126 33; 128 127 38; 129 128 36; 130 129 41; 131 130 39;
132 131 44; 133 132 42; 134 133 47; 135 134 45; 136 135 50; 137 136 48;
138 137 53; 139 138 51; 140 139 56; 141 140 54; 142 141 59; 143 142 57;
144 143 62; 145 144 60; 146 145 65; 147 146 63; 148 147 68; 149 148 66;
150 149 71; 151 150 69; 152 151 74; 153 152 72; 154 153 77; 155 154 75;
156 155 80; 157 156 78; 158 157 83; 159 158 81; 160 159 86; 161 160 84;
162 161 89; 163 162 87; 164 163 92; 165 164 90; 166 165 95; 167 166 93;
168 167 98; 169 168 96; 170 169 101; 171 170 99; 172 171 104; 173 172 102;
174 173 107; 175 174 105; 176 175 110; 177 176 108; 178 177 113; 179 178 111;
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
TABLE 1 JSHAPE.UPT
END
DEFINE MATERIAL START
ISOTROPIC STEEL
E 205
POISSON 0.3
DENSITY 7.68195e-008
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 0.2532 FU 0.4078 RY 1.5 RT 1.2
ISOTROPIC DUMMY
E 2.05e-012
POISSON 0.3
DENSITY 7.68195e-012
ALPHA 1.2e-005
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
2 3 10 TO 75 UPTABLE 1 JSHAPE
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-007 2.16509e-007 1.73985e-007 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-007 5.24871e-007 4.21782e-007 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-007 3.41166e-007 2.74158e-007 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-007 2.10891e-007 3.48683e-007 3.91434e-007 4.19335e-007 -
 4.40479e-007 4.57678e-007 4.72264e-007 4.84979e-007 4.96283e-007 5.06483e-007 -
 5.1579e-007 5.24363e-007 5.32317e-007 5.39744e-007 5.26669e-005 HEIG  0  4572 -
 82366.3  160161  237955  315749  393544  471338  549132  626927  704721 -
 782515  860310  938104  1.0159e+006  1.0159e+006
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-007 1.96827e-007 9.72473e-007 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-007 1.77144e-007 7.03325e-007 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-007 1.18096e-007 9.4901e-008 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-008 7.21698e-008 2.8654e-007 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 ZR 0 35366 _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 MEMB _PURLIN
WIND LOAD -X -1 TYPE 1 OPEN MEMB _BEAM
WIND LOAD -X -1 TYPE 1 OPEN MEMB _PILLARS
LOAD 3 LOADTYPE Wind  TITLE WL(+X) CASE B1
WIND LOAD X 3.38 TYPE 1 OPEN MEMB _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 MEMB _PURLIN_B1
WIND LOAD -X -1 TYPE 1 OPEN MEMB _BEAM_B1
WIND LOAD -X -1 TYPE 1 OPEN MEMB _PILLARS_B1
LOAD 5 LOADTYPE Wind  TITLE WL(+X) CASE B2
WIND LOAD X 3.38 TYPE 1 OPEN MEMB _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 MEMB _PURLIN_B2
WIND LOAD -X -1 TYPE 1 OPEN MEMB _BEAM_B2
WIND LOAD -X -1 TYPE 1 OPEN MEMB _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 MEMB 2 3 10 11
WIND LOAD X 1 TYPE 2 OPEN MEMB 1 76
MEMBER LOAD
115 UNI GX 7.3e-005
114 UNI GX 7.3e-005 0 529
*For the region with end point of distance to the windward edge = 2s
WIND LOAD X 3.38 TYPE 3 OPEN MEMB 12 TO 15
WIND LOAD X 1 TYPE 3 OPEN MEMB 113
MEMBER LOAD
114 UNI GX 4.8e-005 529 758
112 UNI GX 4.8e-005 0 604
*For the region with end point of distance to the windward edge = 3s
WIND LOAD X 3.38 TYPE 4 OPEN MEMB 16 TO 19
WIND LOAD X 1 TYPE 4 OPEN MEMB 4 110 111
MEMBER LOAD
112 UNI GX 3e-005 604 1072
MEMBER LOAD
109 UNI GX 3e-005 0 365
*For the region with end point of distance to the windward edge = 4s
WIND LOAD X 3.38 TYPE 5 OPEN MEMB 20 TO 23
WIND LOAD X 1 TYPE 5 OPEN MEMB 108
MEMBER LOAD
109 UNI GX 2.8e-005 365 1072
MEMBER LOAD
107 UNI GX 2.8e-005 0 126
*For the region with end point of distance to the windward edge = 5s
WIND LOAD X 3.38 TYPE 6 OPEN MEMB 24 25
MEMBER LOAD
107 UNI GX 2.5e-005 126 1072
MEMBER LOAD
106 UNI GX 2.5e-005 0 959
*For the region with end point of distance to the windward edge = 5s-10s
WIND LOAD X 3.38 TYPE 7 OPEN MEMB 26 TO 43
WIND LOAD X 1 TYPE 7 OPEN MEMB 5 6 96 TO 105
MEMBER LOAD
106 UNI GX 1.7e-005 959 1072
MEMBER LOAD
95 UNI GX 1.7e-005 0 836
*For the region with end point of distance to the windward edge > 10s
WIND LOAD X 3.38 TYPE 8 OPEN MEMB 44 TO 75
WIND LOAD X 1 TYPE 8 OPEN MEMB 7 TO 9 77 TO 94
MEMBER LOAD
95 UNI GX 4e-005 836 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 MEMB 2 3 10 11
WIND LOAD -X -1 TYPE 2 OPEN MEMB 1 76
MEMBER LOAD
115 UNI GX -7.3e-005
114 UNI GX -7.3e-005 0 529
*For the region with end point of distance to the windward edge = 2s
WIND LOAD -X -3.38 TYPE 3 OPEN MEMB 12 TO 15
WIND LOAD -X -1 TYPE 3 OPEN MEMB 113
MEMBER LOAD
114 UNI GX -4.8e-005 529 758
112 UNI GX -4.8e-005 0 604
*For the region with end point of distance to the windward edge = 3s
WIND LOAD -X -3.38 TYPE 4 OPEN MEMB 16 TO 19
WIND LOAD -X -1 TYPE 4 OPEN MEMB 4 110 111
MEMBER LOAD
112 UNI GX -3e-005 604 1072
MEMBER LOAD
109 UNI GX -3e-005 0 365
*For the region with end point of distance to the windward edge = 4s
WIND LOAD -X -3.38 TYPE 5 OPEN MEMB 20 TO 23
WIND LOAD -X -1 TYPE 5 OPEN MEMB 108
MEMBER LOAD
109 UNI GX -2.8e-005 365 1072
MEMBER LOAD
107 UNI GX -2.8e-005 0 126
*For the region with end point of distance to the windward edge = 5s
WIND LOAD -X -3.38 TYPE 6 OPEN MEMB 24 25
MEMBER LOAD
107 UNI GX -2.5e-005 126 1072
MEMBER LOAD
106 UNI GX -2.5e-005 0 959
*For the region with end point of distance to the windward edge = 5s-10s
WIND LOAD -X -3.38 TYPE 7 OPEN MEMB 26 TO 43
WIND LOAD -X -1 TYPE 7 OPEN MEMB 5 6 96 TO 105
MEMBER LOAD
106 UNI GX -1.7e-005 959 1072
MEMBER LOAD
95 UNI GX -1.7e-005 0 836
*For the region with end point of distance to the windward edge > 10s
WIND LOAD -X -3.38 TYPE 8 OPEN MEMB 44 TO 75
WIND LOAD -X -1 TYPE 8 OPEN MEMB 7 TO 9 77 TO 94
MEMBER LOAD
95 UNI GX -4e-005 836 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 MEMB _PURLIN
WIND LOAD X -1 TYPE 8 OPEN MEMB _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 MEMB _PURLIN
WIND LOAD -X -1 TYPE 8 OPEN MEMB _PILLARS
*SELFWEIGHT Y -1
*MODAL CALCULATION REQUESTED
*CALCULATE RAYLEIGH FREQUENCY
PERFORM ANALYSIS
FINISH
