STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 08-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 3 0 0; 2 3 3 0; 3 3 6 0; 4 3 9 0; 5 1.5 0 -2.59808; 6 1.5 3 -2.59808;
7 1.5 6 -2.59808; 8 1.5 9 -2.59808; 9 -1.5 0 -2.59808; 10 -1.5 3 -2.59808;
11 -1.5 6 -2.59808; 12 -1.5 9 -2.59808; 13 -3 0 -3.67382e-016;
14 -3 3 -3.67382e-016; 15 -3 6 -3.67382e-016; 16 -3 9 -3.67382e-016;
17 -1.5 0 2.59808; 18 -1.5 3 2.59808; 19 -1.5 6 2.59808; 20 -1.5 9 2.59808;
21 1.5 0 2.59808; 22 1.5 3 2.59808; 23 1.5 6 2.59808; 24 1.5 9 2.59808;
25 -1.5 12 -2.59808; 26 -3 12 -3.67382e-016; 27 -1.5 12 2.59808;
28 1.5 12 2.59808; 29 3 12 7.34764e-016; 30 1.5 12 -2.59808;
31 -0.871737 9 1.52395; 32 2.58096e-008 9 2.59808; 33 0.694502 9 0.625386;
34 2.25 9 1.29904; 35 0.470105 9 1.53351; 36 1.58337 9 -0.433064;
37 0.750052 9 -0.433062; 38 1.09817 9 -1.40395; 39 1.75002 9 0.432974;
40 2.25 9 -1.29904; 41 -1.24995 9 -1.29906; 42 -2.58096e-008 9 -2.59808;
43 -0.249929 9 -1.0104; 44 -1.08324 9 -0.433064;
45 3.00407e-005 9 -2.58982e-005; 46 -1.66658 9 0.865961; 47 -2.25 9 1.29904;
48 -1.99993 9 -4.17928e-005; 49 -2.25 9 -1.29904; 81 1.5 11.9962 2.59808;
82 3 11.9962 5.31178e-008; 83 2.44042 12.2813 4.62123e-008;
84 1.22021 12.2813 2.11347; 85 1.5 11.9962 -2.59808;
86 1.22021 12.2813 -2.11347; 87 -1.5 11.9962 -2.59808;
88 -1.22021 12.2813 -2.11347; 89 -3 11.9962 -5.31178e-008;
90 -2.44042 12.2813 -4.62123e-008; 91 -1.5 11.9962 2.59808;
92 -1.22021 12.2813 2.11347; 93 1.8541 12.5063 1.33258e-008;
94 0.927051 12.5063 1.6057; 95 0.927051 12.5063 -1.6057;
96 -0.927051 12.5063 -1.6057; 97 -1.8541 12.5063 -1.33258e-008;
98 -0.927051 12.5063 1.6057; 99 1.24747 12.6689 -1.50879e-008;
100 0.623735 12.6689 1.08034; 101 0.623735 12.6689 -1.08034;
102 -0.623735 12.6689 -1.08034; 103 -1.24747 12.6689 1.50879e-008;
104 -0.623735 12.6689 1.08034; 105 0.627171 12.7671 5.45956e-009;
106 0.313585 12.7671 0.543146; 107 0.313585 12.7671 -0.543146;
108 -0.313585 12.7671 -0.543146; 109 -0.627171 12.7671 -5.45956e-009;
110 -0.313585 12.7671 0.543146; 111 0 12.8 0;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 2 6; 5 3 7; 6 4 40; 7 5 6; 8 6 7; 9 7 8; 10 6 10;
11 7 11; 12 8 42; 13 9 10; 14 10 11; 15 11 12; 16 10 14; 17 11 15; 18 12 49;
19 13 14; 20 14 15; 21 15 16; 22 14 18; 23 15 19; 24 16 47; 25 17 18; 26 18 19;
27 19 20; 28 18 22; 29 19 23; 30 20 32; 31 21 22; 32 22 23; 33 23 24; 34 22 2;
35 23 3; 36 24 34; 38 25 26; 39 26 27; 41 27 28; 43 28 29; 45 29 30; 47 30 25;
49 32 24; 51 34 4; 55 40 8; 57 42 12; 62 47 20; 64 49 16;
ELEMENT INCIDENCES SHELL
37 16 26 25 12; 40 20 27 26 16; 42 24 28 27 20; 44 4 29 28 24; 46 8 30 29 4;
48 12 25 30 8; 50 31 32 20; 52 33 34 35; 53 36 37 38; 54 33 39 34; 56 38 8 40;
58 41 12 42; 59 43 38 37; 60 43 42 38; 61 44 45 31; 63 46 47 48; 65 44 49 41;
66 35 31 45; 67 31 20 47; 68 35 34 24; 69 48 16 49; 70 48 47 16; 71 41 49 12;
72 44 48 49; 73 39 4 34; 74 36 40 4; 75 35 32 31; 76 35 24 32; 77 38 42 8;
78 43 41 42; 79 33 45 37; 80 36 39 37; 81 44 41 43; 82 43 37 45; 83 46 48 44;
84 44 43 45; 85 33 37 39; 86 33 35 45; 87 36 4 39; 88 36 38 40; 89 46 31 47;
90 46 44 31; 121 81 82 83 84; 122 82 85 86 83; 123 85 87 88 86;
124 87 89 90 88; 125 89 91 92 90; 126 91 81 84 92; 127 84 83 93 94;
128 83 86 95 93; 129 86 88 96 95; 130 88 90 97 96; 131 90 92 98 97;
132 92 84 94 98; 133 94 93 99 100; 134 93 95 101 99; 135 95 96 102 101;
136 96 97 103 102; 137 97 98 104 103; 138 98 94 100 104; 139 100 99 105 106;
140 99 101 107 105; 141 101 102 108 107; 142 102 103 109 108;
143 103 104 110 109; 144 104 100 106 110; 145 106 105 111; 146 105 107 111;
147 107 108 111; 148 108 109 111; 149 109 110 111; 150 110 106 111;
ELEMENT PROPERTY
37 40 42 44 46 48 121 TO 150 THICKNESS 0.12
50 52 TO 54 56 58 TO 61 63 65 TO 90 THICKNESS 0.45
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 7 TO 9 13 TO 15 19 TO 21 25 TO 27 31 TO 33 PRIS YD 0.6
4 TO 6 10 TO 12 16 TO 18 22 TO 24 28 TO 30 34 TO 36 38 39 41 43 45 47 49 51 -
55 57 62 64 PRIS YD 0.3 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 5 9 13 17 21 FIXED
LOAD 1 LOADTYPE Dead  TITLE dl
SELFWEIGHT Y -1 LIST 1 TO 90 121 TO 150
LOAD 2 LOADTYPE Live  TITLE ll
ELEMENT LOAD
50 52 TO 54 56 58 TO 61 63 65 TO 90 PR GY -300
37 TRAP JT 300 0 0 300
40 TRAP JT 300 0 0 300
42 TRAP JT 300 0 0 300
44 TRAP JT 300 0 0 300
46 TRAP JT 300 0 0 300
48 TRAP JT 300 0 0 300
LOAD COMB 3 Generated Indian Code Genral_Structures 1
1 1.5 2 1.5 
LOAD COMB 4 Generated Indian Code Genral_Structures 2
1 1.2 2 1.2 
LOAD COMB 5 Generated Indian Code Genral_Structures 3
1 1.5 
LOAD COMB 6 Generated Indian Code Genral_Structures 4
1 0.9 
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
FC 30000 ALL
FYMAIN 415000 ALL
FYSEC 250000 MEMB 1 TO 5 7 TO 11 13 TO 17 19 TO 23 25 TO 29 31 TO 35
DESIGN BEAM 4 TO 6 10 TO 12 16 TO 18 22 TO 24 28 TO 30 34 TO 36 49 51 55 57 -
62 64
DESIGN COLUMN 1 TO 3 7 TO 9 13 TO 15 19 TO 21 25 TO 27 31 TO 33
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
