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;
69 30 8.5 0; 70 36 8.5 0; 71 0 8.5 6; 72 6 8.5 6; 76 30 8.5 6; 77 36 8.5 6;
78 0 8.5 12; 79 6 8.5 12; 83 30 8.5 12; 84 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 64; 76 44 65; 80 48 69; 81 49 70; 82 50 71; 83 51 72; 87 55 76;
88 56 77; 89 57 78; 90 58 79; 94 62 83; 95 63 84; 96 64 65; 97 64 71; 98 65 72;
99 71 78; 100 72 79; 101 43 50; 102 50 57; 103 44 51; 104 51 58; 105 57 58;
106 50 51; 107 71 72; 108 58 59; 109 43 44; 110 59 60; 111 60 61; 112 61 62;
113 62 63; 114 51 52; 115 52 53; 116 53 54; 117 54 55; 118 55 56; 119 52 59;
120 53 60; 121 54 61; 122 55 62; 123 56 63; 124 44 45; 125 45 46; 126 46 47;
127 47 48; 128 48 49; 129 45 52; 130 46 53; 131 47 54; 132 48 55; 133 49 56;
134 69 70; 135 76 77; 136 83 84; 137 69 76; 138 76 83; 139 77 84; 140 70 77;
141 78 79; 142 70 77; 143 77 84;
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 53 PRIS YD 0.3 ZD 0.3
96 TO 143 PRIS YD 0.45 ZD 0.3
7 TO 13 20 TO 26 33 TO 39 54 TO 76 80 TO 83 87 TO 90 94 95 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 LOAD CASE 1
SELFWEIGHT Y -1 LIST 1 TO 76 80 TO 83 87 TO 90 94 TO 143
LOAD 2 LOADTYPE Dead  TITLE LOAD CASE 2
MEMBER LOAD
1 TO 6 27 TO 32 40 46 47 53 101 TO 105 109 113 122 123 128 132 133 UNI GY -16.1
14 TO 19 41 TO 45 48 TO 52 106 118 UNI GY -7
96 TO 100 108 110 TO 112 124 TO 127 134 136 TO 143 UNI GY -2
FLOOR LOAD
YRANGE 1.6 9 FLOAD -5.25 XRANGE 0 36  ZRANGE 0 12  GY
LOAD 3 LOADTYPE Live  TITLE LOAD CASE 3
FLOOR LOAD
YRANGE 0 9 FLOAD -3 XRANGE 0 36  ZRANGE 0 12  GY
LOAD COMB 4 Generated Indian Code Genral_Structures 1
2 1.5 3 1.5 
LOAD COMB 5 Generated Indian Code Genral_Structures 2
2 1.2 3 1.2 
LOAD COMB 6 Generated Indian Code Genral_Structures 3
2 1.5 
LOAD COMB 7 Generated Indian Code Genral_Structures 4
2 0.9 
PERFORM ANALYSIS
FINISH
