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 1 8; 2 22 29; 3 43 50; 4 8 29; 5 29 50; 6 8 15; 7 29 36; 8 50 57;
9 15 36; 10 36 57; 11 15 64; 12 36 68; 13 57 72; 14 64 68; 15 68 72;
16 8 9; 17 29 30; 18 50 51; 19 15 16; 20 36 37; 21 57 58; 22 64 65;
23 68 69; 24 72 73; 25 2 9; 26 23 30; 27 44 51; 28 9 30; 29 30 51;
30 9 16; 31 30 37; 32 51 58; 33 16 37; 34 37 58; 35 16 65; 36 37 69;
37 58 73; 38 65 69; 39 69 73; 40 9 10; 41 30 31; 42 51 52; 43 16 17;
44 37 38; 45 58 59; 46 3 10; 47 24 31; 48 45 52; 49 10 31; 50 31 52;
51 10 17; 52 31 38; 53 52 59; 54 17 38; 55 38 59; 56 10 11; 57 31 32;
58 52 53; 59 17 18; 60 38 39; 61 59 60; 62 4 11; 63 25 32; 64 46 53;
65 11 32; 66 32 53; 67 11 18; 68 32 39; 69 53 60; 70 18 39; 71 39 60;
72 11 12; 73 32 33; 74 53 54; 75 18 19; 76 39 40; 77 60 61; 78 5 12;
79 26 33; 80 47 54; 81 12 33; 82 33 54; 83 12 19; 84 33 40; 85 54 61;
86 19 40; 87 40 61; 88 12 13; 89 33 34; 90 54 55; 91 19 20; 92 40 41;
93 61 62; 94 6 13; 95 27 34; 96 48 55; 97 13 34; 98 34 55; 99 13 20;
100 34 41; 101 55 62; 102 20 41; 103 41 62; 104 20 66; 105 41 70;
106 62 74; 107 66 70; 108 70 74; 109 13 14; 110 34 35; 111 55 56;
112 20 21; 113 41 42; 114 62 63; 115 66 67; 116 70 71; 117 74 75;
118 7 14; 119 28 35; 120 49 56; 121 14 35; 122 35 56; 123 14 21;
124 35 42; 125 56 63; 126 21 42; 127 42 63; 128 21 67; 129 42 71;
130 63 75; 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
1 TO 3 6 TO 8 11 TO 13 25 TO 27 30 TO 32 35 TO 37 46 TO 48 51 TO 53 -
62 TO 64 67 TO 69 78 TO 80 83 TO 85 94 TO 96 99 TO 101 104 TO 106 -
118 TO 120 123 TO 125 128 TO 130 PRIS YD 0.3 ZD 0.45
4 5 16 TO 18 28 29 40 TO 42 49 50 56 TO 58 65 66 72 TO 74 81 82 88 -
89 TO 90 97 98 109 TO 111 121 122 PRIS YD 0.3 ZD 0.3
9 10 14 15 19 TO 24 33 34 38 39 43 TO 45 54 55 59 TO 61 70 71 -
75 TO 77 86 87 91 TO 93 102 103 107 108 112 TO 117 126 127 131 -
132 PRIS YD 0.45 ZD 0.3
CONSTANTS
BETA 90 MEMB 2 7 12 26 31 36 47 52 63 68 79 84 95 100 105 119 124 129
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 7 22 TO 28 43 TO 49 FIXED
MEMBER OFFSET
4 9 14 28 33 38 97 102 107 121 126 131 START 0 0 -0.15
5 10 15 29 34 39 98 103 108 122 127 132 END 0 0 0.15
LOAD 1 LOADTYPE None  TITLE SW
SELFWEIGHT Y -1 LIST 1 TO 132
LOAD 2 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 12  GY
MEMBER LOAD
4 5 9 10 16 18 19 21 40 42 56 58 72 74 88 90 109 111 112 114 121 122 -
126 127 UNI GY -16.1
14 15 22 24 38 39 43 45 59 61 75 77 91 93 107 108 115 117 131 -
132 UNI GY -2.3
17 20 28 29 33 34 41 44 49 50 54 55 57 60 65 66 70 71 73 76 81 82 86 -
87 89 92 97 98 102 103 110 113 UNI GY -8.05
LOAD 3 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 0 9 FLOAD -3 XRANGE 0 36  ZRANGE 0 12  GY
LOAD COMB 5 COMBINATION LOAD CASE 5
1 1.0 2 1.0 3 1.0 
UNIT MMS NEWTON
PERFORM ANALYSIS PRINT ALL
START CONCRETE DESIGN
CODE INDIAN
CLEAR 25 MEMB 4 5 9 10 14 TO 24 28 29 33 34 38 TO 45 49 50 54 TO 61 -
65 66 70 TO 77 81 82 86 TO 93 97 98 102 103 107 TO 117 121 122 126 -
127 131 132
CLEAR 40 MEMB 1 TO 3 6 TO 8 11 TO 13 25 TO 27 30 TO 32 35 TO 37 46 -
47 TO 48 51 TO 53 62 TO 64 67 TO 69 78 TO 80 83 TO 85 94 TO 96 -
99 TO 101 104 TO 106 118 TO 120 123 TO 125 128 TO 130
FC 20 ALL
FYSEC 415 ALL
FYMAIN 415 ALL
DESIGN BEAM 4 5 9 10 14 TO 24 28 29 33 34 38 TO 45 49 50 54 TO 61 65 -
66 70 TO 77 81 82 86 TO 93 97 98 102 103 107 TO 117 121 122 126 127 -
131 132
DESIGN COLUMN 1 TO 3 6 TO 8 11 TO 13 25 TO 27 30 TO 32 35 TO 37 46 -
47 TO 48 51 TO 53 62 TO 64 67 TO 69 78 TO 80 83 TO 85 94 TO 96 -
99 TO 101 104 TO 106 118 TO 120 123 TO 125 128 TO 130
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS PRINT ALL
PERFORM ANALYSIS
PERFORM IMPERFECTION ANALYSIS
FINISH
