STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 04-Feb-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3.92501 0 0; 3 7.85002 0 0; 4 11.775 0 0; 5 15.7 0 0; 6 20.7 0 0;
7 0 0 4.77001; 8 3.92501 0 4.77001; 9 7.85002 0 4.77001; 10 11.775 0 4.77001;
11 15.7 0 4.77001; 12 20.7 0 4.77001; 13 0 0 11.55; 14 3.92501 0 11.55;
15 7.85002 0 11.55; 16 11.775 0 11.55; 17 15.7 0 11.55; 18 20.7 0 11.55;
19 0 5.30001 0; 20 3.92501 5.30001 0; 21 7.85002 5.30001 0;
22 11.775 5.30001 0; 23 15.7 5.30001 0; 24 20.7 5.30001 0;
25 0 5.30001 4.77001; 26 3.92501 5.30001 4.77001; 27 7.85002 5.30001 4.77001;
28 11.775 5.30001 4.77001; 29 15.7 5.30001 4.77001; 30 20.7 5.30001 4.77001;
31 0 5.30001 11.55; 32 3.92501 5.30001 11.55; 33 7.85002 5.30001 11.55;
34 11.775 5.30001 11.55; 35 15.7 5.30001 11.55; 36 20.7 5.30001 11.55;
43 0 9.30002 4.77001; 44 3.92501 9.30002 4.77001; 45 7.85002 9.30002 4.77001;
46 11.775 9.30002 4.77001; 47 15.7 9.30002 4.77001; 48 20.7 9.30002 4.77001;
49 0 9.30002 11.55; 50 3.92501 9.30002 11.55; 51 7.85002 9.30002 11.55;
52 11.775 9.30002 11.55; 53 15.7 9.30002 11.55; 54 20.7 9.30002 11.55;
56 0 1.767 0; 57 1.2 1.767 0; 58 0 1.767 1.1; 59 1.2 1.767 1.1; 60 2.5 1.767 0;
61 2.5 1.767 1.1; 62 1.3 1.767 0; 63 1.3 1.767 1.1; 64 2.50001 3.53401 4.77001;
65 1.3 3.53401 4.77001; 66 2.50001 3.53401 3.61601; 67 1.3 3.53401 3.61601;
68 0 3.53401 4.77001; 69 9.68935e-008 3.53401 3.61601; 70 1.2 3.53401 4.77001;
71 1.2 3.53401 3.61601; 73 1.2 5.30001 0; 74 2.50001 5.30001 0;
75 0 5.30001 1.1; 76 1.2 5.30001 1.1; 78 3.92501 1.767 0;
79 3.92501 3.53401 4.77001; 80 2.5 5.30001 4.77001; 81 0 9.30002 3.87574e-007;
82 3.92501 9.30002 3.87574e-007; 83 1.3 5.30001 1.1; 84 1.3 5.30001 0;
85 2.50001 5.30001 1.1; 86 9.68935e-008 0.00100994 3.61601;
87 1.2 0.00100994 3.61601;
MEMBER INCIDENCES
1 1 56; 2 2 78; 3 3 21; 4 4 22; 5 5 23; 6 6 24; 7 7 68; 8 8 79; 9 9 27;
10 10 28; 11 11 29; 12 12 30; 13 13 31; 14 14 32; 15 15 33; 16 16 34; 17 17 35;
18 18 36; 19 31 32; 20 32 33; 21 33 34; 22 34 35; 23 35 36; 24 19 73; 25 20 21;
26 21 22; 27 22 23; 28 23 24; 30 25 31; 31 25 80; 32 26 27; 33 27 28; 34 28 29;
35 29 30; 36 24 30; 37 30 36; 46 25 43; 47 26 44; 48 27 45; 49 28 46; 50 29 47;
51 30 48; 52 31 49; 53 32 50; 54 33 51; 55 34 52; 56 35 53; 57 36 54; 58 49 50;
59 50 51; 60 51 52; 61 52 53; 62 53 54; 69 43 49; 70 43 44; 71 44 45; 72 45 46;
73 46 47; 74 47 48; 76 48 54; 78 56 19; 86 68 25; 90 73 84; 91 74 20; 96 78 20;
97 79 26; 98 56 57; 99 68 70; 101 80 26; 102 19 75; 103 74 85; 105 19 81;
106 20 82; 108 43 81; 109 81 82; 110 82 44; 111 84 74; 113 85 80; 116 57 62;
117 60 78; 118 62 60; 119 64 79; 120 65 64; 121 70 65; 122 75 25; 123 26 32;
124 27 33; 125 28 34; 126 29 35; 127 21 27; 128 22 28; 129 23 29;
ELEMENT INCIDENCES SHELL
80 58 59 57 56; 81 59 63 62 57; 82 63 61 60 62; 83 67 66 61 63; 84 65 64 66 67;
87 70 65 67 71; 88 68 70 71 69; 92 69 71 76 75; 93 75 76 73 19;
112 76 83 84 73; 114 83 85 74 84; 115 86 87 59 58; 130 25 31 32 26;
131 26 32 33 27; 132 27 33 34 28; 133 28 34 35 29; 134 29 35 36 30;
135 23 29 30 24; 136 22 28 29 23; 137 21 27 28 22; 138 74 80 27 21;
ELEMENT PROPERTY
80 TO 84 87 88 92 93 112 114 115 THICKNESS 0.15
130 TO 138 THICKNESS 0.3
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17184e+007
POISSON 0.17
DENSITY 23.6158
ALPHA 5e-006
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27578.9
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 18 46 TO 57 78 86 96 97 105 106 PRIS YD 0.45 ZD 0.45
19 TO 28 30 TO 37 90 91 101 TO 103 111 113 122 TO 126 PRIS YD 0.45 ZD 0.3
58 TO 62 69 TO 74 76 98 99 108 TO 110 116 TO 121 PRIS YD 0.3 ZD 0.3
CONSTANTS
MATERIAL CONCRETE MEMB 1 TO 28 30 TO 37 46 TO 62 69 TO 74 76 78 80 TO 84 86 -
87 TO 88 90 TO 93 96 TO 99 101 TO 103 105 106 108 TO 126 130 TO 138
SUPPORTS
1 TO 18 FIXED
DEFINE 1893 LOAD
ZONE 0.1 RF 5 I 1.5 SS 3 ST 1 DM 0.05
SELFWEIGHT 1 
LOAD 1 LOADTYPE Seismic  TITLE EQX
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic  TITLE EQZ
1893 LOAD Z 1
LOAD 3 LOADTYPE Wind  TITLE WLX(P)
MEMBER LOAD
13 17 52 UNI GZ 5.45
14 TO 16 53 TO 55 UNI GZ 10.9
11 17 51 57 UNI GX 6.28
11 12 51 UNI GZ -6.94
12 57 UNI GZ 6.94
11 50 UNI GZ -12.39
8 TO 10 48 49 97 UNI GZ -10.9
7 47 86 UNI GZ -5.45
47 106 UNI GX 4.41
105 106 UNI GZ -5.45
56 UNI GZ 12.39
LOAD 4 LOADTYPE Wind  TITLE WLX(S)
MEMBER LOAD
13 17 52 UNI GZ -0.91
14 TO 16 53 TO 55 UNI GZ -1.82
11 17 51 57 UNI GX -4.71
11 12 57 UNI GZ -1.16
12 51 UNI GZ 1.16
11 UNI GZ 3.22
8 TO 10 97 UNI GZ 1.82
7 47 86 UNI GZ 0.91
7 13 86 UNI GX 10.98
56 UNI GZ -2.07
48 TO 50 UNI GZ 2.07
LOAD 5 LOADTYPE Wind  TITLE WL-X(P)
MEMBER LOAD
13 17 52 UNI GZ 5.449
14 TO 16 53 TO 55 UNI GZ 10.898
11 12 57 UNI GZ 6.94
11 50 UNI GZ -12.39
8 TO 10 48 49 97 UNI GZ -10.9
12 UNI GZ -6.94
7 47 51 86 105 106 UNI GZ -5.45
7 13 86 UNI GX 6.28
56 UNI GZ 12.39
105 UNI GX -4.41
46 UNI GX -10.69
52 UNI GX -6.28
LOAD 6 LOADTYPE Wind  TITLE WL-X(S)
MEMBER LOAD
13 17 52 57 UNI GZ -0.91
14 TO 16 53 TO 55 UNI GZ -1.82
11 17 51 57 UNI GX -10.98
11 12 UNI GZ -1.16
12 UNI GZ 1.16
11 50 UNI GZ 2.07
8 TO 10 48 49 97 UNI GZ 1.82
7 47 51 86 105 106 UNI GZ 0.91
7 13 86 UNI GX 4.71
56 UNI GZ -2.07
47 106 UNI GX -7.73
105 UNI GX 3.31
46 UNI GX 8.02
52 UNI GX 4.71
LOAD 7 LOADTYPE Wind  TITLE WLZ(P)
MEMBER LOAD
13 17 52 UNI GZ 4.541
14 TO 16 53 TO 55 UNI GZ 9.082
11 17 51 57 UNI GX 10.98
7 13 86 UNI GX -10.982
56 UNI GZ 10.326
57 UNI GZ 5.785
47 106 UNI GX 7.726
46 UNI GX -18.707
52 UNI GX -10.982
105 UNI GX -7.726
LOAD 8 LOADTYPE Wind  TITLE WLZ(S)
MEMBER LOAD
13 17 52 UNI GZ -1.953
14 TO 16 53 TO 55 UNI GZ -3.905
11 17 51 57 UNI GX -0.2353
11 12 57 UNI GZ -2.4874
12 51 UNI GZ 8.272
11 50 UNI GZ 14.766
8 TO 10 48 49 97 UNI GZ 12.987
7 47 86 UNI GZ 6.494
7 13 86 UNI GX 0.235
56 UNI GZ -4.44
47 106 UNI GX -0.1656
105 106 UNI GZ 6.4935
105 UNI GX 0.166
46 UNI GX 0.401
52 UNI GX 0.235
LOAD 9 LOADTYPE Wind  TITLE WL-Z(P)
MEMBER LOAD
11 17 51 57 UNI GX 10.98
7 13 86 UNI GX -10.98
12 51 UNI GZ -5.78
11 50 UNI GZ -10.33
8 TO 10 48 49 97 UNI GZ -9.08
7 47 86 UNI GZ -4.54
47 106 UNI GX -7.726
105 106 UNI GZ -4.541
105 UNI GX -7.726
46 UNI GX -18.707
52 UNI GX -10.982
LOAD 10 LOADTYPE Wind  TITLE WL-Z(S)
MEMBER LOAD
13 17 52 57 UNI GZ -6.36
14 TO 16 53 TO 55 UNI GZ -12.71
11 12 UNI GZ -8.1
12 51 UNI GZ 2.31
11 50 UNI GZ 4.13
8 TO 10 48 49 97 UNI GZ 3.63
7 47 86 UNI GZ 1.82
56 UNI GZ -14.46
105 106 UNI GZ 1.82
LOAD 11 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 LIST ALL
ELEMENT LOAD
130 PR GY -9.3 0.7478 -0.7391 1.8834 3.2927
130 PR GY -6.67 -1.815 -0.9575 -0.315 -1.9575
131 PR GY -9.3 1.8787 4.3977 0.743 0.3659
131 PR GY -4.412 -2.365 1.5675 -1.565 -1.8325
132 PR GY -1.852 -2.365 1.5625 -1.465 -1.4375
133 PR GY -10 -1.6568 -0.1625 -0.6568 -0.3625
133 PR GY -5 -2.885 -0.1625 -1.885 -0.3625
133 PR GY -2 -1.735 1.6325 -0.735 0.6325
133 PR GY -4 2.665 2.1375 3.165 0.1375
133 PR GY -6.58 -6.9925 5.7375 -4.8925 0.2375
133 PR GY -20 -3.17 3.2875 -2.67 3.0875
134 PR GY -7.15 -2.72 0.97 -0.72 0.47
131 PR GY -1.34 -4.615 1.5 -3.615 0
FLOOR LOAD
YRANGE 9.15 9.13 FLOAD -3.75 XRANGE 0 20.7  ZRANGE 0 4.7  GY
LOAD 12 LOADTYPE Live  TITLE LL
ELEMENT LOAD
80 TO 82 84 87 88 92 93 112 114 115 PR GY -6
FLOOR LOAD
YRANGE 5.3 5.3 FLOAD -3 XRANGE 0 20.7  ZRANGE 4.77 11.55  GY
ELEMENT LOAD
135 TO 138 PR GY -3
FINISH
