STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 28-Oct-13
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 9.4488 0 0; 2 9.4488 0 9.144; 3 0 0 9.144; 4 0 0 0; 8 6.5532 0 0.03175;
9 6.5532 0 3.8989; 10 0 0 3.8989; 12 9.4488 0 5.80259; 13 5.25686 0 5.80259;
14 5.25686 0 0; 15 5.25686 0 9.144; 16 1.9431 0 0; 17 1.9431 0 9.144;
18 9.4488 0 3.52386; 19 8.001 0 3.52386; 20 8.001 0 5.80259;
21 6.5532 0 3.52386; 22 1.9431 0 3.8989; 23 5.25686 0 3.8989; 24 9.4488 3 0;
25 9.4488 3 3.52386; 26 9.4488 3 9.144; 27 5.25686 3 9.144; 28 0 3 9.144;
29 0 3 3.8989; 30 0 3 0; 31 1.9431 3 0; 32 6.5532 3 0.03175;
33 6.5532 3 3.52386; 34 6.5532 3 3.8989; 35 5.25686 3 3.8989;
36 9.4488 3 5.80259; 37 8.001 3 5.80259; 38 5.25686 3 0; 39 1.9431 3 3.8989;
40 8.001 3 3.52386; 41 1.9431 3 9.144; 42 5.25686 3 5.80259; 43 9.4488 6 0;
44 9.4488 6 3.52386; 45 9.4488 6 9.144; 46 5.25686 6 9.144; 47 0 6 9.144;
48 0 6 3.8989; 49 0 6 0; 50 1.9431 6 0; 51 6.5532 6 0.03175;
52 6.5532 6 3.52386; 53 6.5532 6 3.8989; 54 5.25686 6 3.8989;
55 9.4488 6 5.80259; 56 8.001 6 5.80259; 57 5.25686 6 0; 58 1.9431 6 3.8989;
59 8.001 6 3.52386; 60 1.9431 6 9.144; 61 5.25686 6 5.80259; 62 9.4488 -1.5 0;
63 9.4488 -1.5 9.144; 64 0 -1.5 9.144; 65 0 -1.5 0; 66 6.5532 -1.5 0.03175;
67 6.5532 -1.5 3.8989; 68 0 -1.5 3.8989; 69 9.4488 -1.5 5.80259;
70 5.25686 -1.5 5.80259; 71 5.25686 -1.5 0; 72 5.25686 -1.5 9.144;
73 1.9431 -1.5 0; 74 1.9431 -1.5 9.144; 75 9.4488 -1.5 3.52386;
79 1.9431 -1.5 3.8989; 80 5.25686 -1.5 3.8989;
MEMBER INCIDENCES
1 1 18; 2 2 15; 3 3 10; 4 4 16; 8 9 23; 11 14 23; 12 16 22; 14 19 20; 16 12 2;
17 18 12; 18 17 3; 19 15 17; 20 10 4; 21 14 1; 22 16 14; 25 22 10; 26 23 22;
28 13 15; 29 23 13; 30 22 17; 31 24 25; 32 26 27; 33 28 29; 34 30 31; 36 34 35;
38 38 35; 39 31 39; 41 40 37; 43 36 26; 44 25 36; 45 41 28; 46 27 41; 47 29 30;
48 38 24; 49 31 38; 51 39 29; 52 35 39; 54 42 27; 55 35 42; 56 39 41; 57 43 44;
58 45 46; 59 47 48; 60 49 50; 62 53 54; 64 57 54; 65 50 58; 67 59 56; 69 55 45;
70 44 55; 71 60 47; 72 46 60; 73 48 49; 74 57 43; 75 50 57; 77 58 48; 78 54 58;
80 61 46; 81 54 61; 82 58 60; 83 47 28; 84 28 3; 85 45 26; 86 26 2; 87 43 24;
88 24 1; 89 44 25; 90 25 18; 91 55 36; 92 36 12; 93 60 41; 94 41 17; 95 46 27;
96 27 15; 97 48 29; 98 29 10; 99 51 32; 100 32 8; 101 57 38; 102 38 14;
105 61 42; 106 42 13; 109 53 34; 110 34 9; 111 49 30; 112 30 4; 113 50 31;
114 31 16; 115 58 39; 116 39 22; 117 54 35; 118 35 23; 121 1 62; 122 8 66;
123 14 71; 124 16 73; 125 4 65; 126 3 64; 127 17 74; 128 15 72; 129 2 63;
130 13 70; 131 12 69; 133 18 75; 136 9 67; 137 22 79; 138 10 68; 139 23 80;
140 53 52; 141 34 33; 142 9 21; 143 13 20; 144 61 56; 145 42 37; 146 52 59;
147 33 40; 148 21 19; 149 52 51; 150 33 32; 151 21 8; 152 20 12; 153 56 55;
154 37 36; 155 59 44; 156 40 25; 157 19 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
UNIT MMS NEWTON
MEMBER PROPERTY
31 TO 34 36 38 39 41 43 TO 49 51 52 54 TO 60 62 64 65 67 69 TO 75 77 78 80 -
81 TO 82 140 141 144 TO 147 149 150 153 TO 156 PRIS YD 330 ZD 230
1 TO 4 8 11 12 14 16 TO 22 25 26 28 TO 30 83 TO 102 105 106 109 TO 118 121 -
122 TO 131 133 136 TO 139 142 143 148 151 152 157 PRIS YD 300 ZD 230
CONSTANTS
MATERIAL CONCRETE ALL
UNIT METER KN
SUPPORTS
62 TO 75 79 80 FIXED
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1
UNIT MMS NEWTON
SELFWEIGHT Y -1 LIST 1 TO 4 8 11 12 14 16 TO 22 25 26 28 TO 34 36 38 39 41 -
43 TO 49 51 52 54 TO 60 62 64 65 67 69 TO 75 77 78 80 TO 102 105 106 109 -
110 TO 118 121 TO 131 133 136 TO 157
UNIT METER KN
FLOOR LOAD
YRANGE 3 6 FLOAD -3.5 XRANGE 0 9.449  ZRANGE 0 9.144  GY
MEMBER LOAD
1 2 4 16 TO 22 31 32 34 43 TO 49 57 58 60 69 TO 75 UNI GY -12
3 8 11 12 14 25 26 28 TO 30 33 36 38 39 41 51 52 54 TO 56 59 62 64 65 67 77 -
78 80 TO 82 140 TO 157 UNI GY -6
LOAD 2 LOADTYPE Live  TITLE LOAD CASE 2
FLOOR LOAD
YRANGE 3 6 FLOAD -2 XRANGE 0 9.449  ZRANGE 0 9.144  GY
LOAD COMB 3 COMBINATION LOAD CASE 3
1 1.5 2 1.5 
PERFORM ANALYSIS
LOAD LIST 3
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
ELY 0.75 ALL
ELZ 0.75 ALL
FC 20 ALL
FYMAIN 415 ALL
FYSEC 415 ALL
MAXMAIN 20 ALL
MAXSEC 8 ALL
MINMAIN 10 ALL
MINSEC 8 ALL
DESIGN BEAM 1 TO 4 8 11 12 14 16 TO 22 25 26 28 TO 34 36 38 39 41 43 TO 49 -
51 52 54 TO 60 62 64 65 67 69 TO 75 77 78 80 TO 82 140 TO 157
DESIGN COLUMN 83 TO 102 105 106 109 TO 118 121 TO 131 133 136 TO 139
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
