STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 09-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 2 0 0; 3 4 0 0; 4 6 0 0; 5 0 2 0; 6 2 2 0; 7 4 2 0; 8 6 2 0;
9 0 4 0; 10 2 4 0; 11 4 4 0; 12 6 4 0; 13 0 6 0; 14 2 6 0; 15 4 6 0;
16 6 6 0; 17 0 0 2; 18 2 0 2; 19 4 0 2; 20 6 0 2; 21 0 2 2; 22 2 2 2;
23 4 2 2; 24 6 2 2; 25 0 4 2; 26 2 4 2; 27 4 4 2; 28 6 4 2; 29 0 6 2;
30 2 6 2; 31 4 6 2; 32 6 6 2; 33 0 0 4; 34 2 0 4; 35 4 0 4; 36 6 0 4;
37 0 2 4; 38 2 2 4; 39 4 2 4; 40 6 2 4; 41 0 4 4; 42 2 4 4; 43 4 4 4;
44 6 4 4; 45 0 6 4; 46 2 6 4; 47 4 6 4; 48 6 6 4; 49 0 0 6; 50 2 0 6;
51 4 0 6; 52 6 0 6; 53 0 2 6; 54 2 2 6; 55 4 2 6; 56 6 2 6; 57 0 4 6;
58 2 4 6; 59 4 4 6; 60 6 4 6; 61 0 6 6; 62 2 6 6; 63 4 6 6; 64 6 6 6;
MEMBER INCIDENCES
1 5 6; 2 6 7; 3 7 8; 4 9 10; 5 10 11; 6 11 12; 7 13 14; 8 14 15;
9 15 16; 10 1 5; 11 2 6; 12 3 7; 13 4 8; 14 5 9; 15 6 10; 16 7 11;
17 8 12; 18 9 13; 19 10 14; 20 11 15; 21 12 16; 22 21 22; 23 22 23;
25 25 26; 26 26 27; 28 29 30; 29 30 31; 31 17 21; 32 18 22; 33 19 23;
34 20 24; 35 21 25; 36 22 26; 37 23 27; 38 24 28; 39 25 29; 40 26 30;
41 27 31; 42 28 32; 43 37 38; 44 38 39; 46 41 42; 47 42 43; 49 45 46;
50 46 47; 52 33 37; 53 34 38; 54 35 39; 55 36 40; 56 37 41; 57 38 42;
58 39 43; 59 40 44; 60 41 45; 61 42 46; 62 43 47; 63 44 48; 64 53 54;
65 54 55; 66 55 56; 67 57 58; 68 58 59; 69 59 60; 70 61 62; 71 62 63;
72 63 64; 73 49 53; 74 50 54; 75 51 55; 76 52 56; 77 53 57; 78 54 58;
79 55 59; 80 56 60; 81 57 61; 82 58 62; 83 59 63; 84 60 64; 85 5 21;
86 6 22; 87 7 23; 88 8 24; 89 9 25; 90 10 26; 91 11 27; 92 12 28;
93 13 29; 94 14 30; 95 15 31; 96 16 32; 97 21 37; 98 22 38; 99 23 39;
100 24 40; 101 25 41; 102 26 42; 103 27 43; 104 28 44; 105 29 45;
106 30 46; 107 31 47; 108 32 48; 109 37 53; 110 38 54; 111 39 55;
112 40 56; 113 41 57; 114 42 58; 115 43 59; 116 44 60; 117 45 61;
118 46 62; 119 47 63; 120 48 64;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY
1 TO 23 25 26 28 29 31 TO 44 46 47 49 50 52 TO 120 PRIS YD 0.23 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 4 17 TO 20 33 TO 36 49 TO 52 FIXED
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1
SELFWEIGHT Y -1 LIST ALL
FLOOR LOAD
YRANGE 0 6 FLOAD -2.75 XRANGE 0 4  ZRANGE 0 6  GY
ONEWAY LOAD
YRANGE 0 6 ONE -2.75 XRANGE 4 6  ZRANGE 0 6  GY
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
FC 30000 ALL
FYMAIN 415000 ALL
FYSEC 250000 ALL
DESIGN BEAM 1 TO 9 22 23 25 26 28 29 43 44 46 47 49 50 64 TO 72 85 -
86 TO 120
DESIGN COLUMN 10 TO 21 31 TO 42 52 TO 63 73 TO 84
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
