STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 30-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 0 6; 16 6 0 6; 17 12 0 6; 18 18 0 6;
19 24 0 6; 20 30 0 6; 21 36 0 6; 22 0 1.5 6; 23 6 1.5 6; 24 12 1.5 6;
25 18 1.5 6; 26 24 1.5 6; 27 30 1.5 6; 28 36 1.5 6; 29 0 0 12;
30 6 0 12; 31 12 0 12; 32 18 0 12; 33 24 0 12; 34 30 0 12; 35 36 0 12;
36 0 1.5 12; 37 6 1.5 12; 38 12 1.5 12; 39 18 1.5 12; 40 24 1.5 12;
41 30 1.5 12; 42 36 1.5 12; 43 0 5 0; 44 6 5 0; 45 12 5 0; 46 18 5 0;
47 24 5 0; 48 30 5 0; 49 36 5 0; 50 0 5 6; 51 6 5 6; 52 12 5 6;
53 18 5 6; 54 24 5 6; 55 30 5 6; 56 36 5 6; 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 1 8; 8 2 9; 9 3 10;
10 4 11; 11 5 12; 12 6 13; 13 7 14; 14 22 23; 15 23 24; 16 24 25;
17 25 26; 18 26 27; 19 27 28; 20 15 22; 21 16 23; 22 17 24; 23 18 25;
24 19 26; 25 20 27; 26 21 28; 27 36 37; 28 37 38; 29 38 39; 30 39 40;
31 40 41; 32 41 42; 33 29 36; 34 30 37; 35 31 38; 36 32 39; 37 33 40;
38 34 41; 39 35 42; 40 8 22; 41 9 23; 42 10 24; 43 11 25; 44 12 26;
45 13 27; 46 14 28; 47 22 36; 48 23 37; 49 24 38; 50 25 39; 51 26 40;
52 27 41; 53 28 42; 54 8 43; 55 9 44; 56 10 45; 57 11 46; 58 12 47;
59 13 48; 60 14 49; 61 22 50; 62 23 51; 63 24 52; 64 25 53; 65 26 54;
66 27 55; 67 28 56; 68 36 57; 69 37 58; 70 38 59; 71 39 60; 72 40 61;
73 41 62; 74 42 63; 75 43 44; 76 44 45; 77 45 46; 78 46 47; 79 47 48;
80 48 49; 81 50 51; 82 51 52; 83 52 53; 84 53 54; 85 54 55; 86 55 56;
87 57 58; 88 58 59; 89 59 60; 90 60 61; 91 61 62; 92 62 63; 93 43 50;
94 44 51; 95 45 52; 96 46 53; 97 47 54; 98 48 55; 99 49 56; 100 50 57;
101 51 58; 102 52 59; 103 53 60; 104 54 61; 105 55 62; 106 56 63;
107 43 64; 108 44 65; 109 48 66; 110 49 67; 111 50 68; 112 51 69;
113 55 70; 114 56 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 68 72; 128 69 73; 129 66 70; 130 70 74;
131 67 71; 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
1 TO 6 14 TO 19 27 TO 32 40 TO 53 PRIS YD 0.3 ZD 0.3
75 TO 106 119 TO 132 PRIS YD 0.45 ZD 0.3
7 TO 13 20 TO 26 33 TO 39 54 TO 74 107 TO 118 PRIS YD 0.3 ZD 0.45
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 7 15 TO 21 29 TO 35 FIXED
LOAD 1 LOADTYPE None  TITLE self
SELFWEIGHT Y -1 LIST 1 TO 132
LOAD 2 LOADTYPE Dead  TITLE dl
FLOOR LOAD
YRANGE 2 9 FLOAD -3.75 XRANGE 0 37  ZRANGE 0 13  GY
MEMBER LOAD
LOAD 3 LOADTYPE Live  TITLE ll
FINISH
