STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 03-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 3 0; 3 0 6 0; 4 0 9 0; 5 -2.59808 0 1.5; 6 -2.59808 3 1.5;
7 -2.59808 6 1.5; 8 -2.59808 9 1.5; 9 -2.59808 0 4.5; 10 -2.59808 3 4.5;
11 -2.59808 6 4.5; 12 -2.59808 9 4.5; 13 -3.67382e-016 0 6;
14 -3.67382e-016 3 6; 15 -3.67382e-016 6 6; 16 -3.67382e-016 9 6;
17 2.59808 0 4.5; 18 2.59808 3 4.5; 19 2.59808 6 4.5; 20 2.59808 9 4.5;
21 2.59808 0 1.5; 22 2.59808 3 1.5; 23 2.59808 6 1.5; 24 2.59808 9 1.5;
25 -1.53043 9 3.94959; 26 -1.29904 9 5.25; 27 -1.47535 9 2.88888;
28 -2.59808 9 3; 29 1.44341 9 3.49999; 30 2.59808 9 3; 31 0.470516 9 4.46292;
32 1.29904 9 5.25; 33 0.433048 9 2.25; 34 -0.384837 9 4.66664;
35 0.497242 9 3.4722; 36 1.29904 9 0.75; 37 -0.0801104 9 1.47223;
38 -0.673498 9 2.16666; 39 -1.29904 9 0.75; 40 -0.443589 9 3.04627; 41 0 12 0;
42 -2.59808 12 1.5; 43 -2.59808 12 4.5; 44 1.85423e-006 12 6;
45 2.59808 12 4.5; 46 2.59808 12 1.5; 47 0 11.9962 6; 48 2.59808 11.9962 4.5;
49 2.59808 11.9962 1.5; 50 3.67382e-016 11.9962 0; 51 -2.59808 11.9962 1.5;
52 -2.59808 11.9962 4.5; 53 0 12.2813 5.44042; 54 2.11347 12.2813 4.22021;
55 2.11347 12.2813 1.77979; 56 2.98855e-016 12.2813 0.55958;
57 -2.11347 12.2813 1.77979; 58 -2.11347 12.2813 4.22021; 59 0 12.5063 4.8541;
60 1.6057 12.5063 3.92705; 61 1.6057 12.5063 2.07295;
62 2.27055e-016 12.5063 1.1459; 63 -1.6057 12.5063 2.07295;
64 -1.6057 12.5063 3.92705; 65 0 12.6689 4.24747; 66 1.08034 12.6689 3.62373;
67 1.08034 12.6689 2.37627; 68 1.52766e-016 12.6689 1.75253;
69 -1.08034 12.6689 2.37627; 70 -1.08034 12.6689 3.62373; 71 0 12.7671 3.62717;
72 0.543146 12.7671 3.31359; 73 0.543146 12.7671 2.68641;
74 7.68037e-017 12.7671 2.37283; 75 -0.543146 12.7671 2.68641;
76 -0.543146 12.7671 3.31359; 77 0 12.8 3;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 2 6; 5 3 7; 7 5 6; 8 6 7; 9 7 8; 10 6 10; 11 7 11;
13 9 10; 14 10 11; 15 11 12; 16 10 14; 17 11 15; 19 13 14; 20 14 15; 21 15 16;
22 14 18; 23 15 19; 25 17 18; 26 18 19; 27 19 20; 28 18 22; 29 19 23; 31 21 22;
32 22 23; 33 23 24; 34 22 2; 35 23 3; 109 4 8; 110 8 12; 111 12 16; 112 16 20;
113 20 24; 114 24 4;
ELEMENT INCIDENCES SHELL
38 25 26 12; 40 27 28 8; 42 29 30 20; 44 31 32 16; 45 33 24 30; 46 31 34 35;
48 33 36 24; 50 37 38 39; 51 40 33 35; 52 27 8 38; 53 40 35 34; 54 37 4 36;
55 25 12 28; 56 34 26 25; 57 29 20 32; 58 29 33 30; 59 34 16 26; 60 31 35 29;
61 37 33 38; 62 38 8 39; 63 35 33 29; 64 40 38 33; 65 31 16 34; 66 31 29 32;
67 37 36 33; 68 37 39 4; 69 27 38 40; 70 40 34 25; 71 27 25 28; 72 27 40 25;
73 42 8 4 41; 74 43 12 8 42; 75 44 16 12 43; 76 45 20 16 44; 77 46 24 20 45;
78 41 4 24 46; 79 47 48 54 53; 80 48 49 55 54; 81 49 50 56 55; 82 50 51 57 56;
83 51 52 58 57; 84 52 47 53 58; 85 53 54 60 59; 86 54 55 61 60; 87 55 56 62 61;
88 56 57 63 62; 89 57 58 64 63; 90 58 53 59 64; 91 59 60 66 65; 92 60 61 67 66;
93 61 62 68 67; 94 62 63 69 68; 95 63 64 70 69; 96 64 59 65 70; 97 65 66 72 71;
98 66 67 73 72; 99 67 68 74 73; 100 68 69 75 74; 101 69 70 76 75;
102 70 65 71 76; 103 71 72 77; 104 72 73 77; 105 73 74 77; 106 74 75 77;
107 75 76 77; 108 76 71 77;
ELEMENT PROPERTY
38 40 42 44 TO 46 48 50 TO 72 THICKNESS 0.4
73 TO 108 THICKNESS 0.3
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 5 10 11 16 17 22 23 28 29 34 35 109 TO 114 PRIS YD 0.3 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 5 9 13 17 21 FIXED
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
SELFWEIGHT Y -1 LIST 1 TO 5 7 TO 11 13 TO 17 19 TO 23 25 TO 29 31 TO 35 38 -
40 42 44 TO 46 48 50 TO 114
LOAD 2 LOADTYPE Live  TITLE LOAD CASE 2
ELEMENT LOAD
38 40 42 44 TO 46 48 50 TO 72 PR GY -300
73 TRAP JT 0 -300 -300 0
74 TRAP JT 0 -300 -300 0
75 TRAP JT 0 -300 -300 0
76 TRAP JT 0 -300 -300 0
77 TRAP JT 0 -300 -300 0
78 TRAP JT 0 -300 -300 0
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
FC 30000 ALL
FYMAIN 415000 ALL
FYSEC 250000 ALL
DESIGN BEAM 4 5 10 11 16 17 22 23 28 29 34 35 109 TO 114
DESIGN COLUMN 1 TO 3 7 TO 9 13 TO 15 19 TO 21 25 TO 27 31 TO 33
DESIGN ELEMENT 38 40 42 44 TO 46 48 50 TO 108
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
FINISH
