STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 29-Dec-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 6 0 0; 3 12 0 0; 4 18 0 0; 5 24 0 0; 6 30 0 0; 7 36 0 0; 8 0 1.5 0;
9 6 1.5 0; 10 12 1.5 0; 11 18 1.5 0; 12 24 1.5 0; 13 30 1.5 0; 14 36 1.5 0;
15 0 5 0; 16 6 5 0; 17 12 5 0; 18 18 5 0; 19 24 5 0; 20 30 5 0; 21 36 5 0;
22 0 0 6; 23 6 0 6; 24 12 0 6; 25 18 0 6; 26 24 0 6; 27 30 0 6; 28 36 0 6;
29 0 1.5 6; 30 6 1.5 6; 31 12 1.5 6; 32 18 1.5 6; 33 24 1.5 6; 34 30 1.5 6;
35 36 1.5 6; 36 0 5 6; 37 6 5 6; 38 12 5 6; 39 18 5 6; 40 24 5 6; 41 30 5 6;
42 36 5 6; 43 0 0 12; 44 6 0 12; 45 12 0 12; 46 18 0 12; 47 24 0 12;
48 30 0 12; 49 36 0 12; 50 0 1.5 12; 51 6 1.5 12; 52 12 1.5 12; 53 18 1.5 12;
54 24 1.5 12; 55 30 1.5 12; 56 36 1.5 12; 57 0 5 12; 58 6 5 12; 59 12 5 12;
60 18 5 12; 61 24 5 12; 62 30 5 12; 63 36 5 12; 64 0 8.5 0; 65 6 8.5 0;
66 30 8.5 0; 67 36 8.5 0; 68 0 8.5 6; 69 6 8.5 6; 70 30 8.5 6; 71 36 8.5 6;
72 0 8.5 12; 73 6 8.5 12; 74 30 8.5 12; 75 36 8.5 12;
MEMBER INCIDENCES
1 8 9; 2 9 10; 3 10 11; 4 11 12; 5 12 13; 6 13 14; 7 15 16; 8 16 17; 9 17 18;
10 18 19; 11 19 20; 12 20 21; 13 1 8; 14 2 9; 15 3 10; 16 4 11; 17 5 12;
18 6 13; 19 7 14; 20 8 15; 21 9 16; 22 10 17; 23 11 18; 24 12 19; 25 13 20;
26 14 21; 27 29 30; 28 30 31; 29 31 32; 30 32 33; 31 33 34; 32 34 35; 33 36 37;
34 37 38; 35 38 39; 36 39 40; 37 40 41; 38 41 42; 39 22 29; 40 23 30; 41 24 31;
42 25 32; 43 26 33; 44 27 34; 45 28 35; 46 29 36; 47 30 37; 48 31 38; 49 32 39;
50 33 40; 51 34 41; 52 35 42; 53 50 51; 54 51 52; 55 52 53; 56 53 54; 57 54 55;
58 55 56; 59 57 58; 60 58 59; 61 59 60; 62 60 61; 63 61 62; 64 62 63; 65 43 50;
66 44 51; 67 45 52; 68 46 53; 69 47 54; 70 48 55; 71 49 56; 72 50 57; 73 51 58;
74 52 59; 75 53 60; 76 54 61; 77 55 62; 78 56 63; 79 8 29; 80 9 30; 81 10 31;
82 11 32; 83 12 33; 84 13 34; 85 14 35; 86 15 36; 87 16 37; 88 17 38; 89 18 39;
90 19 40; 91 20 41; 92 21 42; 93 29 50; 94 30 51; 95 31 52; 96 32 53; 97 33 54;
98 34 55; 99 35 56; 100 36 57; 101 37 58; 102 38 59; 103 39 60; 104 40 61;
105 41 62; 106 42 63; 107 15 64; 108 16 65; 109 20 66; 110 21 67; 111 36 68;
112 37 69; 113 41 70; 114 42 71; 115 57 72; 116 58 73; 117 62 74; 118 63 75;
119 64 65; 120 66 67; 121 68 69; 122 70 71; 123 72 73; 124 74 75; 125 64 68;
126 65 69; 127 66 70; 128 67 71; 129 68 72; 130 69 73; 131 70 74; 132 71 75;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 6 27 TO 32 53 TO 58 79 TO 85 93 TO 99 PRIS YD 0.3 ZD 0.3
7 TO 12 33 TO 38 59 TO 64 86 TO 92 100 TO 106 119 TO 132 PRIS YD 0.45 ZD 0.3
13 TO 26 39 TO 52 65 TO 78 107 TO 118 PRIS YD 0.3 ZD 0.45
CONSTANTS
BETA 90 MEMB 39 TO 52 111 TO 114
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 7 22 TO 28 43 TO 49 FIXED
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
SELFWEIGHT Y -1 LIST 1 TO 132
LOAD 2 LOADTYPE Dead  TITLE DL
FLOOR LOAD
YRANGE 0 9 FLOAD -3.75 XRANGE 0 36  ZRANGE 0 12  GY
MEMBER LOAD
1 TO 12 53 TO 64 79 85 86 92 93 99 100 106 119 120 123 TO 125 128 129 -
132 UNI GY -16.1
27 TO 38 80 TO 84 87 TO 91 94 TO 98 101 TO 105 121 122 126 127 130 -
131 UNI GY -8.05
LOAD 3 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 0 9 FLOAD -3 XRANGE 0 36  ZRANGE 0 12  GY
FINISH
