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;
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;
START GROUP DEFINITION
MEMBER
_PILLARS 1 4 TO 9
_BEAM 76 TO 115
_PURLIN_UP 3 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 49 51 -
53 55 57 59 61 63 65 67 69 71 73 75
_PURLIN_DW 2 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 -
52 54 56 58 60 62 64 66 68 70 72 74
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
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
CONSTANTS
MATERIAL STEEL ALL
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 89.500 MPH 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 1.06972e-006 1.06972e-006 1.06972e-006 HEIG  0  4572  4572
TYPE 2 WD X_C_1S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 89.500 MPH 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 2.59326e-006 2.59326e-006 HEIG  0  4572
TYPE 3 WD X_C_2S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 89.500 MPH 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 1.68562e-006 1.68562e-006 1.68562e-006 HEIG  0  4572  4572
TYPE 4 WD X_C_3S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 89.500 MPH 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 2.000 -0.550
!> END GENERATED DATA BLOCK
INT 1.29663e-006 1.29663e-006 1.68562e-006 HEIG  0  4572  4572
TYPE 5 WD X_C_4S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 89.500 MPH 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 9.72473e-007 9.72473e-007 1.68562e-006 HEIG  0  4572  4572
TYPE 6 WD X_C_5S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 89.500 MPH 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 1.350 -0.550
!> END GENERATED DATA BLOCK
INT 7.03325e-007 7.03325e-007 1.16286e-006 1.30544e-006 1.39849e-006 1.469e-006 -
 1.52636e-006 1.57501e-006 1.61741e-006 1.65511e-006 1.68913e-006 1.72017e-006 -
 1.74876e-006 1.77528e-006 1.80005e-006 HEIG  0  4572  82366.3  160161  237955 -
 315749  393544  471338  549132  626927  704721  782515  860310  938104 -
 1.0159e+006
TYPE 7 WD X_C_5_10S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 89.500 MPH 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 0.900 -0.550
!> END GENERATED DATA BLOCK
INT 4.68883e-007 4.68883e-007 7.75242e-007 8.70291e-007 9.32324e-007 -
 9.79336e-007 1.01758e-006 1.05e-006 1.07827e-006 1.10341e-006 1.12608e-006 -
 1.14678e-006 1.16584e-006 1.18352e-006 1.20004e-006 HEIG  0  4572  82366.3 -
 160161  237955  315749  393544  471338  549132  626927  704721  782515  860310 -
 938104  1.0159e+006
TYPE 8 WD X_C_10S
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 89.500 MPH 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 0.550 -0.550
!> END GENERATED DATA BLOCK
INT 2.8654e-007 2.8654e-007 4.73759e-007 5.31845e-007 5.69754e-007 5.98483e-007 -
 6.21852e-007 6.41669e-007 6.58945e-007 6.74305e-007 6.88163e-007 7.00809e-007 -
 7.12457e-007 7.23264e-007 7.33355e-007 HEIG  0  4572  82366.3  160161  237955 -
 315749  393544  471338  549132  626927  704721  782515  860310  938104 -
 1.0159e+006

LOAD 1 LOADTYPE Wind  TITLE WL(+X)
WIND LOAD X 3.38 TYPE 1 MEMBER _PURLIN_UP
*SELFWEIGHT Y -1
*MODAL CALCULATION REQUESTED
*CALCULATE RAYLEIGH FREQUENCY
PERFORM ANALYSIS
FINISH
