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 0 6;
9 6 0 6; 10 12 0 6; 11 18 0 6; 12 24 0 6; 13 30 0 6; 14 36 0 6; 15 0 0 12;
16 6 0 12; 17 12 0 12; 18 18 0 12; 19 24 0 12; 20 30 0 12; 21 36 0 12;
22 0 1.5 0; 23 6 1.5 0; 24 12 1.5 0; 25 18 1.5 0; 26 24 1.5 0; 27 30 1.5 0;
28 36 1.5 0; 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 1.5 12; 37 6 1.5 12; 38 12 1.5 12; 39 18 1.5 12;
40 24 1.5 12; 41 30 1.5 12; 42 36 1.5 12; 43 0 5 0; 44 6 5 0; 45 12 5 0;
46 18 5 0; 47 24 5 0; 48 30 5 0; 49 36 5 0; 50 0 5 6; 51 6 5 6; 52 12 5 6;
53 18 5 6; 54 24 5 6; 55 30 5 6; 56 36 5 6; 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 1 22; 2 2 23; 3 3 24; 4 4 25; 5 5 26; 6 6 27; 7 7 28; 8 8 29; 9 9 30;
10 10 31; 11 11 32; 12 12 33; 13 13 34; 14 14 35; 15 15 36; 16 16 37; 17 17 38;
18 18 39; 19 19 40; 20 20 41; 21 21 42; 22 22 23; 23 23 24; 24 24 25; 25 25 26;
26 26 27; 27 27 28; 28 29 30; 29 30 31; 30 31 32; 31 32 33; 32 33 34; 33 34 35;
34 36 37; 35 37 38; 36 38 39; 37 39 40; 38 40 41; 39 41 42; 40 22 29; 41 29 36;
42 23 30; 43 30 37; 44 24 31; 45 31 38; 46 25 32; 47 32 39; 48 26 33; 49 33 40;
50 27 34; 51 34 41; 52 28 35; 53 35 42; 54 22 43; 55 23 44; 56 24 45; 57 25 46;
58 26 47; 59 27 48; 60 28 49; 61 29 50; 62 30 51; 63 31 52; 64 32 53; 65 33 54;
66 34 55; 67 35 56; 68 36 57; 69 37 58; 70 38 59; 71 39 60; 72 40 61; 73 41 62;
74 42 63; 75 43 44; 76 44 45; 77 45 46; 78 46 47; 79 47 48; 80 48 49; 81 50 51;
82 51 52; 83 52 53; 84 53 54; 85 54 55; 86 55 56; 87 57 58; 88 58 59; 89 59 60;
90 60 61; 91 61 62; 92 62 63; 93 43 50; 94 50 57; 95 44 51; 96 51 58; 97 45 52;
98 52 59; 99 46 53; 100 53 60; 101 47 54; 102 54 61; 103 48 55; 104 55 62;
105 49 56; 106 56 63; 107 43 64; 108 44 65; 109 48 66; 110 49 67; 111 50 68;
112 51 69; 113 55 70; 114 56 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 68 72; 127 65 69; 128 69 73; 129 66 70; 130 70 74; 131 67 71; 132 71 75;
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
22 TO 53 PRIS YD 0.3 ZD 0.3
75 TO 106 119 TO 132 PRIS YD 0.45 ZD 0.3
1 TO 21 54 TO 74 107 TO 118 PRIS YD 0.3 ZD 0.45
CONSTANTS
BETA 90 MEMB 8 TO 14 61 TO 67 111 TO 114
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 21 FIXED
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
SELFWEIGHT Y -1 LIST 1 TO 132
LOAD 2 LOADTYPE Dead  TITLE LOAD CASE 2
FLOOR LOAD
YRANGE 0 0 FLOAD -1.5 GY
YRANGE 0 0 FLOAD -3.6 GY
MEMBER LOAD
22 TO 27 34 TO 43 50 TO 53 75 80 87 92 TO 96 103 TO 106 UNI GY -15.295
28 TO 33 44 TO 49 81 86 UNI GY -7.6475
76 TO 79 88 TO 91 119 120 123 TO 132 UNI GY -2.185
LOAD 3 LOADTYPE Live  TITLE LOAD CASE 3
FLOOR LOAD
YRANGE 0 0 FLOAD -3 GY
UNIT MMS NEWTON
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
CLEAR 40 MEMB 1 TO 21 54 TO 74 107 TO 118
CLEAR 25 MEMB 22 TO 53 75 TO 106 119 TO 132
FC 20 ALL
FYMAIN 415 ALL
FYSEC 415 ALL
DESIGN BEAM 22 TO 53 75 TO 106 119 TO 132
DESIGN COLUMN 1 TO 21 54 TO 74 107 TO 118
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
