STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 09-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
43 3 0 0; 44 3 3 0; 45 3 6 0; 46 3 9 0; 47 1.5 0 -2.59808; 48 1.5 3 -2.59808;
49 1.5 6 -2.59808; 50 1.5 9 -2.59808; 51 -1.5 0 -2.59808; 52 -1.5 3 -2.59808;
53 -1.5 6 -2.59808; 54 -1.5 9 -2.59808; 55 -3 0 -3.67382e-016;
56 -3 3 -3.67382e-016; 57 -3 6 -3.67382e-016; 58 -3 9 -3.67382e-016;
59 -1.5 0 2.59808; 60 -1.5 3 2.59808; 61 -1.5 6 2.59808; 62 -1.5 9 2.59808;
63 1.5 0 2.59808; 64 1.5 3 2.59808; 65 1.5 6 2.59808; 66 1.5 9 2.59808;
67 -1.5 12 -2.59808; 68 -3 12 -3.67382e-016; 69 -1.5 12 2.59808;
70 1.5 12 2.59808; 71 3 12 7.34764e-016; 72 1.5 12 -2.59808;
73 -0.166611 9 1.05842; 74 2.58096e-008 9 2.59808; 75 0.694493 9 1.36312;
76 0.750023 9 0.432983; 77 2.25 9 -1.29904; 78 2.25 9 1.29904;
79 -0.407317 9 0.181683; 80 -1.16661 9 -1.25095; 81 0.194508 9 -0.657585;
82 1.00003 9 -1.15473; 83 -2.58096e-008 9 -2.59808; 84 -2.25 9 -1.29904;
85 -1.76868 9 -0.148895; 86 -2.25 9 1.29904; 87 -1.22214 9 0.833885;
88 -0.324 9 -1.50222; 89 1.5 11.9962 2.59808; 90 3 11.9962 5.31178e-008;
91 1.5 11.9962 -2.59808; 92 -1.5 11.9962 -2.59808; 93 -3 11.9962 -5.31178e-008;
94 -1.5 11.9962 2.59808; 95 1.22021 12.2813 2.11347;
96 2.44042 12.2813 4.62123e-008; 97 1.22021 12.2813 -2.11347;
98 -1.22021 12.2813 -2.11347; 99 -2.44042 12.2813 -4.62123e-008;
100 -1.22021 12.2813 2.11347; 101 0.927051 12.5063 1.6057;
102 1.8541 12.5063 1.33258e-008; 103 0.927051 12.5063 -1.6057;
104 -0.927051 12.5063 -1.6057; 105 -1.8541 12.5063 -1.33258e-008;
106 -0.927051 12.5063 1.6057; 107 0.623735 12.6689 1.08034;
108 1.24747 12.6689 -1.50879e-008; 109 0.623735 12.6689 -1.08034;
110 -0.623735 12.6689 -1.08034; 111 -1.24747 12.6689 1.50879e-008;
112 -0.623735 12.6689 1.08034; 113 0.313585 12.7671 0.543146;
114 0.627171 12.7671 5.45956e-009; 115 0.313585 12.7671 -0.543146;
116 -0.313585 12.7671 -0.543146; 117 -0.627171 12.7671 -5.45956e-009;
118 -0.313585 12.7671 0.543146; 119 0 12.8 0;
MEMBER INCIDENCES
1 43 44; 2 44 45; 3 45 46; 4 44 48; 5 45 49; 6 46 77; 7 47 48; 8 48 49;
9 49 50; 10 48 52; 11 49 53; 12 50 83; 13 51 52; 14 52 53; 15 53 54; 16 52 56;
17 53 57; 18 54 84; 19 55 56; 20 56 57; 21 57 58; 22 56 60; 23 57 61; 24 58 86;
25 59 60; 26 60 61; 27 61 62; 28 60 64; 29 61 65; 30 62 74; 31 63 64; 32 64 65;
33 65 66; 34 64 44; 35 65 45; 36 66 78; 43 74 66; 46 77 50; 48 78 46; 52 83 54;
54 84 58; 57 86 62;
ELEMENT INCIDENCES SHELL
37 67 54 58 68; 38 68 58 62 69; 39 69 62 66 70; 40 70 66 46 71; 41 71 46 50 72;
42 72 50 54 67; 44 73 74 62; 45 75 74 73; 47 76 77 46; 49 75 76 78;
50 79 80 81; 51 82 77 76; 53 82 83 50; 55 80 84 54; 56 79 85 80; 58 85 86 58;
59 87 79 73; 60 76 46 78; 61 85 58 84; 62 87 73 62; 63 82 50 77; 64 88 82 81;
65 75 66 74; 66 79 81 76; 67 88 80 54; 68 80 85 84; 69 81 82 76; 70 88 83 82;
71 88 54 83; 72 88 81 80; 73 75 78 66; 74 75 73 76; 75 87 85 79; 76 79 76 73;
77 87 86 85; 78 87 62 86; 79 89 90 96 95; 80 90 91 97 96; 81 91 92 98 97;
82 92 93 99 98; 83 93 94 100 99; 84 94 89 95 100; 85 95 96 102 101;
86 96 97 103 102; 87 97 98 104 103; 88 98 99 105 104; 89 99 100 106 105;
90 100 95 101 106; 91 101 102 108 107; 92 102 103 109 108; 93 103 104 110 109;
94 104 105 111 110; 95 105 106 112 111; 96 106 101 107 112; 97 107 108 114 113;
98 108 109 115 114; 99 109 110 116 115; 100 110 111 117 116;
101 111 112 118 117; 102 112 107 113 118; 103 113 114 119; 104 114 115 119;
105 115 116 119; 106 116 117 119; 107 117 118 119; 108 118 113 119;
ELEMENT PROPERTY
44 45 47 49 TO 51 53 55 56 58 TO 78 THICKNESS 0.4
37 TO 42 79 TO 108 THICKNESS 0.23
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 43 46 48 52 54 -
57 PRIS YD 0.3 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
43 47 51 55 59 63 FIXED
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 LIST 1 TO 108
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LL
ELEMENT LOAD
37 TRAP JT 0 300 300 0
38 TRAP JT 0 300 300 0
39 TRAP JT 0 300 300 0
40 TRAP JT 0 300 300 0
41 TRAP JT 0 300 300 0
42 TRAP JT 0 300 300 0
44 45 47 49 TO 51 53 55 56 58 TO 78 PR GY -300
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
CONCRETE TAKE
FC 30000 ALL
FYMAIN 415000 ALL
FYSEC 250000 ALL
DESIGN BEAM 4 TO 6 10 TO 12 16 TO 18 22 TO 24 28 TO 30 34 TO 36 43 46 48 52 -
54 57
DESIGN COLUMN 1 TO 3 7 TO 9 13 TO 15 19 TO 21 25 TO 27 31 TO 33
DESIGN ELEMENT 37 TO 42 44 45 47 49 TO 51 53 55 56 58 TO 108
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
PERFORM ANALYSIS
FINISH
