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 AMERICAN
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 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 LOAD CASE 2
1893 LOAD X 1
LOAD 2 LOADTYPE None  TITLE LOAD CASE 4
1893 LOAD Z 1
LOAD 3 LOADTYPE None  TITLE LOAD CASE 1
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 4 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 0 9 FLOAD -3 XRANGE 0 36  ZRANGE 0 12  GY
UNIT MMS NEWTON
LOAD 5 LOADTYPE None  TITLE LOAD CASE 3
SELFWEIGHT Y -1 LIST 1 TO 132
PERFORM ANALYSIS
DEFINE 1893 LOAD
ZONE 0.16 RF 3 I 1 SS 2 ST 1 DM 0.05 PX 1.5
SELFWEIGHT 1 
MEMBER WEIGHT
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 16.1
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 8.05
14 15 22 24 38 39 43 45 59 61 75 77 91 93 107 108 115 117 131 132 UNI 2.3
FLOOR WEIGHT
YRANGE 4000 8500 FLOAD 0.00525
YRANGE 4000 8500 FLOAD 0.00075
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 TO 48 51 -
52 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 -
71 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 TO 48 51 -
52 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
PERFORM ANALYSIS
PERFORM ANALYSIS
PERFORM ANALYSIS
PERFORM ANALYSIS
PERFORM ANALYSIS
PERFORM ANALYSIS
FINISH
