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 0 0 6; 3 0 0 12; 4 0 1.5 0; 5 0 1.5 6; 6 0 1.5 12; 7 0 5 0; 8 0 5 6;
9 0 5 12; 10 0 8.5 0; 11 0 8.5 6; 12 0 8.5 12; 13 6 0 0; 14 6 0 6; 15 6 0 12;
16 6 1.5 0; 17 6 1.5 6; 18 6 1.5 12; 19 6 5 0; 20 6 5 6; 21 6 5 12; 22 6 8.5 0;
23 6 8.5 6; 24 6 8.5 12; 25 12 0 0; 26 12 0 6; 27 12 0 12; 28 12 1.5 0;
29 12 1.5 6; 30 12 1.5 12; 31 12 5 0; 32 12 5 6; 33 12 5 12; 34 18 0 0;
35 18 0 6; 36 18 0 12; 37 18 1.5 0; 38 18 1.5 6; 39 18 1.5 12; 40 18 5 0;
41 18 5 6; 42 18 5 12; 43 24 0 0; 44 24 0 6; 45 24 0 12; 46 24 1.5 0;
47 24 1.5 6; 48 24 1.5 12; 49 24 5 0; 50 24 5 6; 51 24 5 12; 52 30 0 0;
53 30 0 6; 54 30 0 12; 55 30 1.5 0; 56 30 1.5 6; 57 30 1.5 12; 58 30 5 0;
59 30 5 6; 60 30 5 12; 61 30 8.5 0; 62 30 8.5 6; 63 30 8.5 12; 64 36 0 0;
65 36 0 6; 66 36 0 12; 67 36 1.5 0; 68 36 1.5 6; 69 36 1.5 12; 70 36 5 0;
71 36 5 6; 72 36 5 12; 73 36 8.5 0; 74 36 8.5 6; 75 36 8.5 12;
MEMBER INCIDENCES
1 1 4; 2 2 5; 3 3 6; 4 4 5; 5 5 6; 6 4 7; 7 5 8; 8 6 9; 9 7 8; 10 8 9; 11 7 10;
12 8 11; 13 9 12; 14 10 11; 15 11 12; 16 4 16; 17 5 17; 18 6 18; 19 7 19;
20 8 20; 21 9 21; 22 10 22; 23 11 23; 24 12 24; 25 13 16; 26 14 17; 27 15 18;
28 16 17; 29 17 18; 30 16 19; 31 17 20; 32 18 21; 33 19 20; 34 20 21; 35 19 22;
36 20 23; 37 21 24; 38 22 23; 39 23 24; 40 16 28; 41 17 29; 42 18 30; 43 19 31;
44 20 32; 45 21 33; 46 25 28; 47 26 29; 48 27 30; 49 28 29; 50 29 30; 51 28 31;
52 29 32; 53 30 33; 54 31 32; 55 32 33; 56 28 37; 57 29 38; 58 30 39; 59 31 40;
60 32 41; 61 33 42; 62 34 37; 63 35 38; 64 36 39; 65 37 38; 66 38 39; 67 37 40;
68 38 41; 69 39 42; 70 40 41; 71 41 42; 72 37 46; 73 38 47; 74 39 48; 75 40 49;
76 41 50; 77 42 51; 78 43 46; 79 44 47; 80 45 48; 81 46 47; 82 47 48; 83 46 49;
84 47 50; 85 48 51; 86 49 50; 87 50 51; 88 46 55; 89 47 56; 90 48 57; 91 49 58;
92 50 59; 93 51 60; 94 52 55; 95 53 56; 96 54 57; 97 55 56; 98 56 57; 99 55 58;
100 56 59; 101 57 60; 102 58 59; 103 59 60; 104 58 61; 105 59 62; 106 60 63;
107 61 62; 108 62 63; 109 55 67; 110 56 68; 111 57 69; 112 58 70; 113 59 71;
114 60 72; 115 61 73; 116 62 74; 117 63 75; 118 64 67; 119 65 68; 120 66 69;
121 67 68; 122 68 69; 123 67 70; 124 68 71; 125 69 72; 126 70 71; 127 71 72;
128 70 73; 129 71 74; 130 72 75; 131 73 74; 132 74 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
4 5 16 TO 18 28 29 40 TO 42 49 50 56 TO 58 65 66 72 TO 74 81 82 88 TO 90 97 -
98 109 TO 111 121 122 PRIS YD 0.3 ZD 0.3
9 10 14 15 19 TO 24 33 34 38 39 43 TO 45 54 55 59 TO 61 70 71 75 TO 77 86 -
87 91 TO 93 102 103 107 108 112 TO 117 126 127 131 132 PRIS YD 0.45 ZD 0.3
1 TO 3 6 TO 8 11 TO 13 25 TO 27 30 TO 32 35 TO 37 46 TO 48 51 TO 53 -
62 TO 64 67 TO 69 78 TO 80 83 TO 85 94 TO 96 99 TO 101 104 TO 106 -
118 TO 120 123 TO 125 128 TO 130 PRIS YD 0.3 ZD 0.45
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 3 13 TO 15 25 TO 27 34 TO 36 43 TO 45 52 TO 54 64 TO 66 FIXED
DEFINE 1893 LOAD
ZONE 0.1 RF 3 I 1 SS 1 ST 3 DM 0.05 PX 1.5
SELFWEIGHT 1 
MEMBER WEIGHT
4 5 9 10 16 18 19 21 33 34 40 42 56 58 72 74 88 90 102 103 109 111 112 114 -
121 122 126 127 UNI 16.1
16 17 20 23 28 29 40 41 44 49 50 54 TO 57 60 65 66 70 TO 73 76 81 82 -
86 TO 89 92 97 98 109 110 113 116 126 127 UNI 8.05
14 15 22 24 38 39 43 45 59 61 75 77 91 93 107 108 115 117 131 132 UNI 2.3
FLOOR WEIGHT
YRANGE 3.5 8.5 FLOAD 5.25
YRANGE 3.5 8.5 FLOAD 0.75
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
1893 LOAD Z 1
LOAD 2 LOADTYPE None  TITLE LOAD CASE 2
1893 LOAD X 1
LOAD 3 LOADTYPE Dead  TITLE LOAD CASE 3
SELFWEIGHT Y -1 LIST 1 TO 132
FLOOR LOAD
YRANGE 2 9 FLOAD -5.25 XRANGE 0 36  ZRANGE 0 13  GY
MEMBER LOAD
16 17 20 28 29 40 41 49 50 56 57 65 66 72 73 81 82 88 89 97 98 109 110 113 -
126 127 UNI GY -8.05
14 15 22 24 38 39 43 45 59 61 75 77 91 93 107 108 115 117 131 132 UNI GY -2.3
MEMBER LOAD
4 5 9 10 16 18 19 21 33 34 40 42 56 58 72 74 88 90 102 103 109 111 112 114 -
121 122 126 127 UNI GY -16.1
LOAD 4 LOADTYPE Live  TITLE LIVE
FLOOR LOAD
YRANGE 2 9 FLOAD -3 XRANGE 0 37  ZRANGE 0 13  GY
PERFORM ANALYSIS
FINISH
