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 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 8.5 0; 65 6 8.5 0;
66 30 8.5 0; 67 36 8.5 0; 68 0 8.5 6; 69 6 8.5 6; 70 30 8.5 6; 71 36 8.5 6;
72 0 8.5 12; 73 6 8.5 12; 74 30 8.5 12; 75 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 15; 21 9 16; 22 10 17; 23 11 18; 24 12 19; 25 13 20;
26 14 21; 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 36; 47 30 37; 48 31 38; 49 32 39;
50 33 40; 51 34 41; 52 35 42; 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 57; 73 51 58;
74 52 59; 75 53 60; 76 54 61; 77 55 62; 78 56 63; 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 15 64; 108 16 65; 109 20 66; 110 21 67; 111 36 68;
112 37 69; 113 41 70; 114 42 71; 115 57 72; 116 58 73; 117 62 74; 118 63 75;
119 64 65; 120 66 67; 121 68 69; 122 70 71; 123 72 73; 124 74 75; 125 64 68;
126 66 70; 127 67 71; 128 68 72; 129 70 74; 130 71 75; 131 65 69; 132 69 73;
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 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 TO 132 PRIS YD 0.3 ZD 0.45
13 TO 26 39 TO 52 65 TO 78 107 TO 118 PRIS YD 0.45 ZD 0.3
CONSTANTS
BETA 90 MEMB 13 TO 26 65 TO 78 107 TO 110 115 TO 118
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 7 22 TO 28 43 TO 49 FIXED
LOAD 1 LOADTYPE None  TITLE SELF
SELFWEIGHT Y -1 LIST 1 TO 64 66 TO 132
LOAD 2 LOADTYPE Dead  TITLE DL
MEMBER LOAD
1 TO 7 12 53 TO 59 64 79 85 TO 87 91 TO 93 99 TO 101 105 106 UNI GY -16.1
27 TO 33 38 80 TO 84 94 TO 98 121 122 UNI GY -8.05
FLOOR LOAD
YRANGE 0 9.5 FLOAD -5.25 XRANGE 0 37  ZRANGE 0 13  GY
MEMBER LOAD
8 TO 11 60 TO 63 119 120 123 TO 132 UNI GY -2.3
LOAD 3 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 0 9 FLOAD -3 XRANGE 0 37  ZRANGE 0 13  GY
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 TO 132
CLEAR 40 MEMB 13 TO 26 39 TO 52 65 TO 78 107 TO 118
FYMAIN 415 ALL
FYSEC 415 ALL
DESIGN BEAM 1 TO 12 27 TO 38 53 TO 64 79 TO 106 119 TO 132
DESIGN COLUMN 13 TO 26 39 TO 52 65 TO 78 107 TO 118
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
FINISH
