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; 3 294.551 3032.35 0; 4 -294.551 2757.65 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 -294.551 2757.65 1062;
19 0 2895 1062; 20 294.551 3032.35 1062; 21 -294.551 2757.65 2134;
22 0 2895 2134; 23 294.551 3032.35 2134; 24 -294.551 2757.65 3206;
25 0 2895 3206; 26 294.551 3032.35 3206; 27 -294.551 2757.65 4278;
28 0 2895 4278; 29 294.551 3032.35 4278; 30 -294.551 2757.65 5350;
31 0 2895 5350; 32 294.551 3032.35 5350; 33 -294.551 2757.65 6422;
34 0 2895 6422; 35 294.551 3032.35 6422; 36 -294.551 2757.65 7494;
37 0 2895 7494; 38 294.551 3032.35 7494; 39 -294.551 2757.65 8566;
40 0 2895 8566; 41 294.551 3032.35 8566; 42 -294.551 2757.65 9638;
43 0 2895 9638; 44 294.551 3032.35 9638; 45 -294.551 2757.65 10710;
46 0 2895 10710; 47 294.551 3032.35 10710; 48 -294.551 2757.65 11782;
49 0 2895 11782; 50 294.551 3032.35 11782; 51 -294.551 2757.65 12854;
52 0 2895 12854; 53 294.551 3032.35 12854; 54 -294.551 2757.65 13926;
55 0 2895 13926; 56 294.551 3032.35 13926; 57 -294.551 2757.65 14998;
58 0 2895 14998; 59 294.551 3032.35 14998; 60 -294.551 2757.65 16070;
61 0 2895 16070; 62 294.551 3032.35 16070; 63 -294.551 2757.65 17142;
64 0 2895 17142; 65 294.551 3032.35 17142; 66 -294.551 2757.65 18214;
67 0 2895 18214; 68 294.551 3032.35 18214; 69 -294.551 2757.65 19286;
70 0 2895 19286; 71 294.551 3032.35 19286; 72 -294.551 2757.65 20358;
73 0 2895 20358; 74 294.551 3032.35 20358; 75 -294.551 2757.65 21430;
76 0 2895 21430; 77 294.551 3032.35 21430; 78 -294.551 2757.65 22502;
79 0 2895 22502; 80 294.551 3032.35 22502; 81 -294.551 2757.65 23574;
82 0 2895 23574; 83 294.551 3032.35 23574; 84 -294.551 2757.65 24646;
85 0 2895 24646; 86 294.551 3032.35 24646; 87 -294.551 2757.65 25718;
88 0 2895 25718; 89 294.551 3032.35 25718; 90 -294.551 2757.65 26790;
91 0 2895 26790; 92 294.551 3032.35 26790; 93 -294.551 2757.65 27862;
94 0 2895 27862; 95 294.551 3032.35 27862; 96 -294.551 2757.65 28934;
97 0 2895 28934; 98 294.551 3032.35 28934; 99 -294.551 2757.65 30006;
100 0 2895 30006; 101 294.551 3032.35 30006; 102 -294.551 2757.65 31078;
103 0 2895 31078; 104 294.551 3032.35 31078; 105 -294.551 2757.65 32150;
106 0 2895 32150; 107 294.551 3032.35 32150; 108 -294.551 2757.65 33222;
109 0 2895 33222; 110 294.551 3032.35 33222; 111 -294.551 2757.65 34294;
112 0 2895 34294; 113 294.551 3032.35 34294; 114 -294.551 2757.65 35366;
115 0 2895 35366; 116 294.551 3032.35 35366; 117 294.551 3032.35 1072;
118 -294.551 2757.65 1072; 119 294.551 3032.35 2144; 120 -294.551 2757.65 2144;
121 294.551 3032.35 3216; 122 -294.551 2757.65 3216; 123 294.551 3032.35 4288;
124 -294.551 2757.65 4288; 125 294.551 3032.35 5360; 126 -294.551 2757.65 5360;
127 294.551 3032.35 6432; 128 -294.551 2757.65 6432; 129 294.551 3032.35 7504;
130 -294.551 2757.65 7504; 131 294.551 3032.35 8576; 132 -294.551 2757.65 8576;
133 294.551 3032.35 9648; 134 -294.551 2757.65 9648; 135 294.551 3032.35 10720;
136 -294.551 2757.65 10720; 137 294.551 3032.35 11792;
138 -294.551 2757.65 11792; 139 294.551 3032.35 12864;
140 -294.551 2757.65 12864; 141 294.551 3032.35 13936;
142 -294.551 2757.65 13936; 143 294.551 3032.35 15008;
144 -294.551 2757.65 15008; 145 294.551 3032.35 16080;
146 -294.551 2757.65 16080; 147 294.551 3032.35 17152;
148 -294.551 2757.65 17152; 149 294.551 3032.35 18224;
150 -294.551 2757.65 18224; 151 294.551 3032.35 19296;
152 -294.551 2757.65 19296; 153 294.551 3032.35 20368;
154 -294.551 2757.65 20368; 155 294.551 3032.35 21440;
156 -294.551 2757.65 21440; 157 294.551 3032.35 22512;
158 -294.551 2757.65 22512; 159 294.551 3032.35 23584;
160 -294.551 2757.65 23584; 161 294.551 3032.35 24656;
162 -294.551 2757.65 24656; 163 294.551 3032.35 25728;
164 -294.551 2757.65 25728; 165 294.551 3032.35 26800;
166 -294.551 2757.65 26800; 167 294.551 3032.35 27872;
168 -294.551 2757.65 27872; 169 294.551 3032.35 28944;
170 -294.551 2757.65 28944; 171 294.551 3032.35 30016;
172 -294.551 2757.65 30016; 173 294.551 3032.35 31088;
174 -294.551 2757.65 31088; 175 294.551 3032.35 32160;
176 -294.551 2757.65 32160; 177 294.551 3032.35 33232;
178 -294.551 2757.65 33232; 179 294.551 3032.35 34304;
180 -294.551 2757.65 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; 118 113 116; 119 110 113;
120 107 110; 121 104 107; 122 101 104; 123 98 101; 124 95 98; 125 92 95;
126 89 92; 127 86 89; 128 83 86; 129 80 83; 130 77 80; 131 74 77; 132 71 74;
133 68 71; 134 65 68; 135 62 65; 136 59 62; 137 56 59; 138 53 56; 139 50 53;
140 47 50; 141 44 47; 142 41 44; 143 38 41; 144 35 38; 145 32 35; 146 29 32;
147 26 29; 148 23 26; 149 20 23; 150 111 114; 151 108 111; 152 105 108;
153 102 105; 154 99 102; 155 96 99; 156 93 96; 157 90 93; 158 87 90; 159 84 87;
160 81 84; 161 78 81; 162 75 78; 163 72 75; 164 69 72; 165 66 69; 166 63 66;
167 60 63; 168 57 60; 169 54 57; 170 51 54; 171 48 51; 172 45 48; 173 42 45;
174 39 42; 175 36 39; 176 33 36; 177 30 33; 178 27 30; 179 24 27; 180 21 24;
181 18 21;
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
_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-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-06
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
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
DEFINE WIND LOAD
TYPE 1 WD X_A
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 40.000 M/SEC 0 3 0 0 0.000 FT 0.000 FT 0.000 FT 1 0 -
3333.000 MM 1100.000 MM 35336.000 MM 13.680 0.030 0 0 0 0 1 1.030 1.000 -
0.870 0.850 0 0 1 1 0.867 1.000 0.000
!> END GENERATED DATA BLOCK
INT 1.2955e-07 1.2955e-07 1.2955e-07 HEIG  0  4572  4572
TYPE 2 WD Z_C
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 40.000 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 0.300 -0.550
!> END GENERATED DATA BLOCK
INT 1.94397e-07 1.94397e-07 7.86695e-09 HEIG  0  4572  4572
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
MEMBER LOAD
_PURLIN UNI GY -0.000128
_PURLIN UNI GX 8.58e-05

*?????Fl=Pxb(=0.1m,????)xsin25
*=Px0.1x0.42=0.042PkN/m
*Fm=Flx1.072/0.042= Flx25.52
LOAD 101 LOADTYPE Wind  TITLE WL(+X) CASE A1 WD=180 UP
*3.38xCnl=1.8=6.084 For up in Wind Direction=180
WIND LOAD X 1 TYPE 1 OPEN MEMB _PURLIN_UP
LOAD 102 LOADTYPE Wind  TITLE WL(+X) CASE A1 WD=180 DW
*3.38xCnw=1.7=5.746 For down in Wind Direction=180
WIND LOAD X 1 TYPE 1 OPEN MEMB _PURLIN_DW

LOAD 201 LOADTYPE Wind  TITLE WL(-X) CASE A2 WD=0 UP
*3.38xCnw=-1.5=-5.07 For up in Wind Direction=0
WIND LOAD -X -1 TYPE 1 OPEN MEMB _PURLIN_UP
LOAD 202 LOADTYPE Wind  TITLE WL(-X) CASE A2 WD=0 DW
*3.38xCnl=-1.6=-5.408 For down in Wind Direction=0
WIND LOAD -X -1 TYPE 1 OPEN MEMB _PURLIN_DW


LOAD 301 LOADTYPE Wind  TITLE WL(+Z) CASE C1
WIND LOAD Z 1 TYPE 2 OPEN LIST _PURLIN_UP
*WIND LOAD Z 1 TYPE 2  OPEN MEMB _PILLARS
LOAD 302 LOADTYPE Wind  TITLE WL(-Z) CASE C2
WIND LOAD -Z -1 TYPE 2 OPEN LIST _PURLIN_DW

*1.4x3.38=4.732
LOAD COMB 30 COMBINATION LOAD CASE 30
1 4.732
*1.2x3.38=4.056
LOAD COMB 31 COMBINATION LOAD CASE 31 A1
*3.38xCnl=1.8=6.084 For up in Wind Direction=180, 6.084x0.5 x25.52=77.63
*3.38xCnw=1.7=5.746 For down in Wind Direction=180, 5.746x0.5x25.52=73.32
1 4.056 101 77.63 102 73.32

LOAD COMB 32 COMBINATION LOAD CASE 32 A2
*3.38xCnw=-1.5=-5.07 For up in Wind Direction=0, -5.07 x0.5 x25.52=-64.69
*3.38xCnl=-1.6=-5.408 For down in Wind Direction=0, -5.408 x0.5 x25.52=-69.01
1 4.056 201 -64.69 202 -69.01

LOAD COMB 33 COMBINATION LOAD CASE 33 B1
*3.38xCnl=0.7=2.366 For up in Wind Direction=180, 2.366 x0.5 x25.52=30.19
*3.38xCnw=2.2=7.436 For down in Wind Direction=180, 7.436x0.5 x25.52=94.88
1 4.056 101 30.19 102 94.88

LOAD COMB 34 COMBINATION LOAD CASE 34 B2
*3.38xCnw=-2.4=-8.112 For up in Wind Direction=0, -8.112 x0.5 x25.52=-103.51
*3.38xCnl=-0.3=-1.014 For down in Wind Direction=0, -1.014 x0.5 x25.52=-12.94
1 4.056 201 -103.51 202 -12.94


LOAD COMB 35 COMBINATION LOAD CASE 35 C1
*3.38x0.5 x25.52=43.13
1 4.056 301 43.13 302 43.13
LOAD COMB 36 COMBINATION LOAD CASE 36 C2
*3.38x0.5 x25.52=43.13
1 4.056 301 -43.13 302 -43.13


LOAD COMB 41 COMBINATION LOAD CASE 41 A1
*3.38xCnl=1.8=6.084 For up in Wind Direction=180, 6.084 x25.52=155.26
*3.38xCnw=1.7=5.746 For down in Wind Direction=180, 5.746x25.52=146.64
1 4.056 101 155.26 102 146.64

LOAD COMB 42 COMBINATION LOAD CASE 42 A2
*3.38xCnw=-1.5=-5.07 For up in Wind Direction=0, 5.07x25.52=129.39
*3.38xCnl=-1.6=-5.408 For down in Wind Direction=0, 5.408x25.52=138.01
1 4.056 201 -129.39 202 -138.01

LOAD COMB 43 COMBINATION LOAD CASE 43 B1
*3.38xCnl=0.7=2.366 For up in Wind Direction=180, 2.366x25.52=60.38
*3.38xCnw=2.2=7.436 For down in Wind Direction=180, 7.436x25.52=189.77
1 4.056 101 60.38 102 189.77

LOAD COMB 44 COMBINATION LOAD CASE 44 B2
*3.38xCnw=-2.4=-8.112 For up in Wind Direction=0, -8.112x25.52=207.02
*3.38xCnl=-0.3=-1.014 For down in Wind Direction=0, -1.014x25.52=25.88
1 4.056 201 -207.02 202 -25.88


LOAD COMB 45 COMBINATION LOAD CASE 45 C1
*3.38, x25.52=86.26
1 4.056 301 86.26 302 86.26
LOAD COMB 46 COMBINATION LOAD CASE 46 C2
*3.38, x25.52=86.26
1 4.056 301 -86.26 302 -86.26



*WIND LOAD Z -1 TYPE 2  OPEN MEMB _PILLARS
*LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
*SELFWEIGHT Y -1
*MODAL CALCULATION REQUESTED
*CALCULATE RAYLEIGH FREQUENCY
PERFORM ANALYSIS
LOAD LIST ALL
PARAMETER 1
CODE AISC
BEAM 1 ALL
FYLD 355000 ALL
TRACK 1 ALL
*LY 1 ALL
*LZ 1 ALL
*KY 1 ALL
*KZ 1 ALL
RATIO 1 ALL
CHECK CODE ALL
LOAD LIST ALL
PRINT SECTION MAX DISPL ALL
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FINISH
