STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 23-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 3.5 0; 65 6 3.5 0;
66 30 3.5 0; 67 36 3.5 0; 68 0 8.5 0; 69 6 8.5 0; 70 30 8.5 0; 71 36 8.5 0;
72 0 3.5 6; 73 6 3.5 6; 74 30 3.5 6; 75 36 3.5 6; 76 0 8.5 6; 77 6 8.5 6;
78 30 8.5 6; 79 36 8.5 6; 80 0 3.5 12; 81 6 3.5 12; 82 30 3.5 12; 83 36 3.5 12;
84 0 8.5 12; 85 6 8.5 12; 86 30 8.5 12; 87 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 64; 21 9 65; 22 10 17; 23 11 18; 24 12 19; 25 13 66;
26 14 67; 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 72; 47 30 73; 48 31 38; 49 32 39;
50 33 40; 51 34 74; 52 35 75; 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 80; 73 51 81;
74 52 59; 75 53 60; 76 54 61; 77 55 82; 78 56 83; 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 64 15; 108 65 16; 109 66 20; 110 67 21; 111 72 36;
112 73 37; 113 74 41; 114 75 42; 115 80 57; 116 81 58; 117 82 62; 118 83 63;
119 68 69; 120 70 71; 121 15 68; 122 16 69; 123 20 70; 124 21 71; 125 76 77;
126 78 79; 127 36 76; 128 37 77; 129 41 78; 130 42 79; 131 84 85; 132 86 87;
133 57 84; 134 58 85; 135 62 86; 136 63 87; 137 68 76; 138 69 77; 139 70 78;
140 71 79; 141 76 84; 142 77 85; 143 78 86; 144 79 87;
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 106 119 120 125 126 131 132 137 -
138 TO 144 PRIS YD 0.45 ZD 0.3
13 TO 26 39 TO 52 65 TO 78 107 TO 118 121 TO 124 127 TO 130 133 TO 135 -
136 PRIS YD 0.3 ZD 0.45
CONSTANTS
BETA 90 MEMB 39 TO 52 127 TO 130
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 7 22 TO 28 43 TO 49 FIXED
MEMBER OFFSET
137 TO 144 START 0 0 -0.15
141 TO 144 END 0 0 0.15
LOAD 1 LOADTYPE None  TITLE SW
SELFWEIGHT Y -1 
FLOOR LOAD
YRANGE 0 9 FLOAD -1.5 XRANGE 0 40  ZRANGE 0 15  GY
YRANGE 0 9 FLOAD -3.75 XRANGE 0 40  ZRANGE 0 15  GY
FLOOR LOAD
YRANGE 0 9 FLOAD -3 XRANGE 0 40  ZRANGE 0 15  GY
LOAD 2 LOADTYPE Dead  TITLE DL
FLOOR LOAD
YRANGE 0 9 FLOAD -1.5 XRANGE 0 40  ZRANGE 0 15  GY
YRANGE 0 9 FLOAD -3.75 XRANGE 0 40  ZRANGE 0 15  GY
MEMBER LOAD
1 TO 7 12 53 TO 59 64 79 80 85 TO 87 91 TO 94 99 TO 101 105 106 UNI GY -16.1
27 TO 33 38 80 TO 84 94 TO 98 UNI GY -8.05
8 TO 11 60 TO 63 119 120 131 132 137 TO 144 UNI GY -2.3
LOAD 3 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 0 9 FLOAD -3 XRANGE 0 40  ZRANGE 0 15  GY
LOAD COMB 4 COMBINATION LOAD CASE 4
1 1.0 2 1.0 3 1.0 
LOAD COMB 5 COMBINATION LOAD CASE 5
1 1.5 2 1.5 3 1.5 
PERFORM ANALYSIS
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 25 MEMB 1 TO 12 27 TO 38 53 TO 64 79 TO 106 119 120 125 126 131 132 -
137 TO 144
CLEAR 40 MEMB 13 TO 26 39 TO 52 65 TO 78 107 TO 118 121 TO 124 127 TO 130 -
133 TO 136
FC 20 ALL
FYMAIN 415 ALL
FYSEC 415 ALL
END CONCRETE DESIGN
PERFORM ANALYSIS
FINISH
