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 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 0 8.5 6; 67 6 8.5 6; 68 0 8.5 12; 69 6 8.5 12; 70 30 8.5 0; 71 36 8.5 0;
72 30 8.5 6; 73 36 8.5 6; 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 43 44; 55 44 45; 56 45 46; 57 46 47;
58 47 48; 59 48 49; 60 8 43; 61 9 44; 62 10 45; 63 11 46; 64 12 47; 65 13 48;
66 14 49; 67 50 51; 68 51 52; 69 52 53; 70 53 54; 71 54 55; 72 55 56; 73 22 50;
74 23 51; 75 24 52; 76 25 53; 77 26 54; 78 27 55; 79 28 56; 80 57 58; 81 58 59;
82 59 60; 83 60 61; 84 61 62; 85 62 63; 86 36 57; 87 37 58; 88 38 59; 89 39 60;
90 40 61; 91 41 62; 92 42 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 64 65; 108 43 64; 109 44 65; 110 66 67; 111 50 66;
112 51 67; 113 68 69; 114 57 68; 115 58 69; 116 64 66; 117 65 67; 118 66 68;
119 67 69; 120 70 71; 121 48 70; 122 49 71; 123 72 73; 124 55 72; 125 56 73;
126 74 75; 127 62 74; 128 63 75; 129 70 72; 130 71 73; 131 72 74; 132 73 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
54 TO 59 67 TO 72 80 TO 85 93 TO 107 110 113 116 TO 120 123 126 129 TO 131 -
132 PRIS YD 0.45 ZD 0.3
7 TO 13 20 TO 26 33 TO 39 60 TO 66 73 TO 79 86 TO 92 108 109 111 112 114 115 -
121 122 124 125 127 128 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 None  TITLE dead
MEMBER LOAD
14 TO 19 41 TO 45 48 TO 52 67 TO 72 94 TO 98 101 TO 105 110 117 119 123 129 -
131 UNI GY -8.05
55 TO 58 81 TO 84 107 113 116 TO 120 126 129 TO 132 UNI GY -4.6
FLOOR LOAD
YRANGE 0 9 FLOAD -3.75 XRANGE 0 37  ZRANGE 0 13  GY
MEMBER LOAD
1 TO 6 27 TO 32 40 46 47 53 TO 59 80 TO 85 93 99 100 106 107 113 116 118 120 -
126 130 132 UNI GY -16.1
LOAD 3 LOADTYPE None  TITLE live
FLOOR LOAD
YRANGE 0 9 FLOAD -4.5 XRANGE 0 37  ZRANGE 0 13  GY
PERFORM ANALYSIS
PERFORM ANALYSIS
FINISH
