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 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 8.5 0; 23 6 8.5 0; 27 30 8.5 0; 28 36 8.5 0; 29 0 0 6; 30 6 0 6;
31 12 0 6; 32 18 0 6; 33 24 0 6; 34 30 0 6; 35 36 0 6; 36 0 1.5 6; 37 6 1.5 6;
38 12 1.5 6; 39 18 1.5 6; 40 24 1.5 6; 41 30 1.5 6; 42 36 1.5 6; 43 0 5 6;
44 6 5 6; 45 12 5 6; 46 18 5 6; 47 24 5 6; 48 30 5 6; 49 36 5 6; 50 0 8.5 6;
51 6 8.5 6; 55 30 8.5 6; 56 36 8.5 6; 57 0 0 12; 58 6 0 12; 59 12 0 12;
60 18 0 12; 61 24 0 12; 62 30 0 12; 63 36 0 12; 64 0 1.5 12; 65 6 1.5 12;
66 12 1.5 12; 67 18 1.5 12; 68 24 1.5 12; 69 30 1.5 12; 70 36 1.5 12;
71 0 5 12; 72 6 5 12; 73 12 5 12; 74 18 5 12; 75 24 5 12; 76 30 5 12;
77 36 5 12; 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 15 16; 8 16 17; 9 17 18;
10 18 19; 11 19 20; 12 20 21; 13 22 23; 18 27 28; 19 1 8; 20 2 9; 21 3 10;
22 4 11; 23 5 12; 24 6 13; 25 7 14; 26 8 15; 27 9 16; 28 10 17; 29 11 18;
30 12 19; 31 13 20; 32 14 21; 33 15 22; 34 16 23; 38 20 27; 39 21 28; 40 36 37;
41 37 38; 42 38 39; 43 39 40; 44 40 41; 45 41 42; 46 43 44; 47 44 45; 48 45 46;
49 46 47; 50 47 48; 51 48 49; 52 50 51; 57 55 56; 58 29 36; 59 30 37; 60 31 38;
61 32 39; 62 33 40; 63 34 41; 64 35 42; 65 36 43; 66 37 44; 67 38 45; 68 39 46;
69 40 47; 70 41 48; 71 42 49; 72 43 50; 73 44 51; 77 48 55; 78 49 56; 79 64 65;
80 65 66; 81 66 67; 82 67 68; 83 68 69; 84 69 70; 85 71 72; 86 72 73; 87 73 74;
88 74 75; 89 75 76; 90 76 77; 91 78 79; 96 83 84; 97 57 64; 98 58 65; 99 59 66;
100 60 67; 101 61 68; 102 62 69; 103 63 70; 104 64 71; 105 65 72; 106 66 73;
107 67 74; 108 68 75; 109 69 76; 110 70 77; 111 71 78; 112 72 79; 116 76 83;
117 77 84; 118 8 36; 119 9 37; 120 10 38; 121 11 39; 122 12 40; 123 13 41;
124 14 42; 125 15 43; 126 16 44; 127 17 45; 128 18 46; 129 19 47; 130 20 48;
131 21 49; 132 22 50; 133 23 51; 137 27 55; 138 28 56; 139 36 64; 140 37 65;
141 38 66; 142 39 67; 143 40 68; 144 41 69; 145 42 70; 146 43 71; 147 44 72;
148 45 73; 149 46 74; 150 47 75; 151 48 76; 152 49 77; 153 50 78; 154 51 79;
158 55 83; 159 56 84; 160 17 18;
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 40 TO 45 79 TO 84 118 TO 124 139 TO 145 PRIS YD 0.3 ZD 0.3
7 TO 13 18 46 TO 52 57 85 TO 91 96 125 TO 133 137 138 146 TO 154 158 TO 159 -
160 PRIS YD 0.45 ZD 0.3
19 TO 34 38 39 58 TO 73 77 78 97 TO 112 116 117 PRIS YD 0.3 ZD 0.45
CONSTANTS
BETA 90 MEMB 58 TO 73 77 78
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 7 29 TO 35 57 TO 63 FIXED
MEMBER OFFSET
132 133 137 138 153 154 158 159 START 0 0 -0.15
132 133 137 138 153 154 158 159 END 0 0 0.15
LOAD 1 LOADTYPE None  TITLE SLF WT
SELFWEIGHT Y -1 LIST 1 TO 13 18 TO 34 38 TO 52 57 TO 73 77 TO 91 96 TO 112 -
116 TO 133 137 TO 154 158 159
LOAD 2 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 0 9 FLOAD -3 XRANGE 0 36  ZRANGE 0 13  GY
LOAD 3 LOADTYPE Dead  TITLE DL
FLOOR LOAD
YRANGE 0 9 FLOAD -1.5 XRANGE 0 36  ZRANGE 0 13  GY
YRANGE 0 9 FLOAD -3.75 XRANGE 0 36  ZRANGE 0 13  GY
MEMBER LOAD
1 TO 7 12 79 TO 85 90 118 124 TO 126 130 131 139 145 TO 147 151 -
152 UNI GY -16.1
40 TO 46 51 119 TO 123 140 TO 144 UNI GY -8.05
8 TO 11 13 18 86 TO 89 91 96 132 133 137 138 153 154 158 159 UNI GY -2.3
LOAD COMB 4 Generated Indian Code Genral_Structures 1
3 1.5 2 1.5 
LOAD COMB 5 Generated Indian Code Genral_Structures 2
3 1.2 2 1.2 
LOAD COMB 6 Generated Indian Code Genral_Structures 3
3 1.5 
LOAD COMB 7 Generated Indian Code Genral_Structures 4
3 0.9 
PERFORM ANALYSIS
PERFORM ANALYSIS
PERFORM ANALYSIS
PERFORM ANALYSIS
PERFORM ANALYSIS
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 25 MEMB 1 TO 13 18 40 TO 52 57 79 TO 91 96 118 TO 133 137 TO 154 158 -
159 TO 160
CLEAR 40 MEMB 19 TO 34 38 39 58 TO 73 77 78 97 TO 112 116 117
FC 20 ALL
FYMAIN 415 ALL
DESIGN BEAM 1 TO 13 18 TO 34 38 TO 52 57 TO 73 77 TO 91 96 TO 112 116 TO 133 -
137 TO 154 158 TO 160
DESIGN COLUMN 1 TO 13 18 TO 34 38 TO 52 57 TO 73 77 TO 91 96 TO 112 -
116 TO 133 137 TO 154 158 TO 160
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
FINISH
