STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 09-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 -0.871737 9 1.52395; 26 2.58096e-008 9 2.59808; 27 0.694502 9 0.625386;
28 2.25 9 1.29904; 29 0.470105 9 1.53351; 30 1.58337 9 -0.433064;
31 0.750052 9 -0.433062; 32 1.09817 9 -1.40395; 33 1.75002 9 0.432974;
34 2.25 9 -1.29904; 35 -1.24995 9 -1.29906; 36 -2.58096e-008 9 -2.59808;
37 -0.249929 9 -1.0104; 38 -1.08324 9 -0.433064;
39 3.00407e-005 9 -2.58982e-005; 40 -1.66658 9 0.865961; 41 -2.25 9 1.29904;
42 -1.99993 9 -4.17928e-005; 43 -2.25 9 -1.29904; 44 -1.5 12 -2.59808;
45 -3 12 -3.67382e-016; 46 -1.5 12 2.59808; 47 1.5 12 2.59808;
48 3 12 7.34764e-016; 49 1.5 12 -2.59808; 50 3.00001 11.9962 1.14856e-009;
51 1.5 11.9962 -2.59808; 52 -1.5 11.9962 -2.59808;
53 -3.00001 11.9962 -1.14856e-009; 54 -1.5 11.9962 2.59808;
55 1.5 11.9962 2.59808; 56 2.44042 12.2813 -1.29434e-008;
57 1.22021 12.2813 -2.11347; 58 -1.22021 12.2813 -2.11347;
59 -2.44042 12.2813 1.29434e-008; 60 -1.22021 12.2813 2.11347;
61 1.22021 12.2813 2.11347; 62 1.85411 12.5064 6.39966e-009;
63 0.927053 12.5064 -1.6057; 64 -0.927053 12.5064 -1.6057;
65 -1.85411 12.5064 -6.39966e-009; 66 -0.927053 12.5064 1.6057;
67 0.927053 12.5064 1.6057; 68 1.24747 12.6689 -1.12204e-008;
69 0.623736 12.6689 -1.08034; 70 -0.623736 12.6689 -1.08034;
71 -1.24747 12.6689 1.12204e-008; 72 -0.623736 12.6689 1.08034;
73 0.623736 12.6689 1.08034; 74 0.627172 12.7672 -7.37116e-009;
75 0.313586 12.7672 -0.543147; 76 -0.313586 12.7672 -0.543147;
77 -0.627172 12.7672 7.37116e-009; 78 -0.313586 12.7672 0.543147;
79 0.313586 12.7672 0.543147; 80 0 12.8 0;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 5 2 6; 6 3 7; 7 4 34; 8 5 6; 9 6 7; 10 7 8; 12 6 10;
13 7 11; 14 8 36; 15 9 10; 16 10 11; 17 11 12; 19 10 14; 20 11 15; 21 12 43;
22 13 14; 23 14 15; 24 15 16; 26 14 18; 27 15 19; 28 16 41; 29 17 18; 30 18 19;
31 19 20; 33 18 22; 34 19 23; 35 20 26; 36 21 22; 37 22 23; 38 23 24; 40 22 2;
41 23 3; 42 24 28; 43 26 24; 45 28 4; 49 34 8; 51 36 12; 56 41 20; 58 43 16;
ELEMENT INCIDENCES SHELL
44 25 26 20; 46 27 28 29; 47 30 31 32; 48 27 33 28; 50 32 8 34; 52 35 12 36;
53 37 32 31; 54 37 36 32; 55 38 39 25; 57 40 41 42; 59 38 43 35; 60 29 25 39;
61 25 20 41; 62 29 28 24; 63 42 16 43; 64 42 41 16; 65 35 43 12; 66 38 42 43;
67 33 4 28; 68 30 34 4; 69 29 26 25; 70 29 24 26; 71 32 36 8; 72 37 35 36;
73 27 39 31; 74 30 33 31; 75 38 35 37; 76 37 31 39; 77 40 42 38; 78 38 37 39;
79 27 31 33; 80 27 29 39; 81 30 4 33; 82 30 32 34; 83 40 25 41; 84 40 38 25;
85 45 44 12 16; 86 46 45 16 20; 87 47 46 20 24; 88 48 47 24 4; 89 49 48 4 8;
90 44 49 8 12; 91 50 51 57 56; 92 51 52 58 57; 93 52 53 59 58; 94 53 54 60 59;
95 54 55 61 60; 96 55 50 56 61; 97 56 57 63 62; 98 57 58 64 63; 99 58 59 65 64;
100 59 60 66 65; 101 60 61 67 66; 102 61 56 62 67; 103 62 63 69 68;
104 63 64 70 69; 105 64 65 71 70; 106 65 66 72 71; 107 66 67 73 72;
108 67 62 68 73; 109 68 69 75 74; 110 69 70 76 75; 111 70 71 77 76;
112 71 72 78 77; 113 72 73 79 78; 114 73 68 74 79; 115 74 75 80; 116 75 76 80;
117 76 77 80; 118 77 78 80; 119 78 79 80; 120 79 74 80;
ELEMENT PROPERTY
44 46 TO 48 50 52 TO 55 57 59 TO 84 THICKNESS 0.4
85 TO 120 THICKNESS 0.23
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17184e+007
POISSON 0.17
DENSITY 23.5615
ALPHA 5.5e-006
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 3 8 TO 10 15 TO 17 22 TO 24 29 TO 31 36 TO 38 PRIS YD 0.6
5 6 12 13 19 20 26 27 33 34 40 41 PRIS YD 0.3 ZD 0.23
CONSTANTS
MATERIAL CONCRETE MEMB 1 TO 3 5 6 8 TO 10 12 13 15 TO 17 19 20 22 TO 24 26 -
27 29 TO 31 33 34 36 TO 38 40 41 44 46 TO 48 50 52 TO 55 57 59 TO 120
SUPPORTS
1 5 9 13 17 21 FIXED
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 LIST 1 TO 3 5 TO 10 12 TO 17 19 TO 24 26 TO 31 33 TO 38 40 -
41 TO 120
LOAD 2 LOADTYPE Live  TITLE LL
ELEMENT LOAD
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
FC 30000 ALL
FYMAIN 415000 ALL
FYSEC 250000 MEMB 1 TO 3 8 TO 10 15 TO 17 22 TO 24 29 TO 31 36 TO 38
DESIGN BEAM 1 TO 3 5 TO 10 12 TO 17 19 TO 24 26 TO 31 33 TO 38 40 TO 43 45 -
49 51 56 58
DESIGN ELEMENT 44 46 TO 48 50 52 TO 55 57 59 TO 120
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
