STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 10-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
17 12 5.75 0; 18 10.5 5.5625 0; 19 9 5.375 0; 20 7.5 5.1875 0; 21 6 5 0;
22 4.5 5.1875 0; 23 3 5.375 0; 24 1.5 5.563 0; 25 0 5.75 0;
26 10.5 5.1875 0; 27 9 4.625 0; 28 7.5 4.0625 0; 29 6 3.5 0;
30 4.5 4.0625 0; 31 3 4.625 0; 32 1.5 5.1875 0; 33 6 0 0; 34 12 5.75 8;
35 10.5 5.5625 8; 36 9 5.375 8; 37 7.5 5.1875 8; 38 6 5 8;
39 4.5 5.1875 8; 40 3 5.375 8; 41 1.5 5.563 8; 42 0 5.75 8;
43 10.5 5.1875 8; 44 9 4.625 8; 45 7.5 4.0625 8; 46 6 3.5 8;
47 4.5 4.0625 8; 48 3 4.625 8; 49 1.5 5.1875 8; 50 6 0 8;
MEMBER INCIDENCES
30 17 18; 31 18 19; 32 19 20; 33 20 21; 34 21 22; 35 22 23; 36 23 24;
37 24 25; 38 17 26; 39 26 27; 40 27 28; 41 28 29; 42 29 30; 43 30 31;
44 31 32; 45 32 25; 46 18 26; 47 19 27; 48 20 28; 49 21 29; 50 22 30;
51 23 31; 52 24 32; 53 19 26; 54 20 27; 55 21 28; 56 21 30; 57 22 31;
58 23 32; 59 29 33; 60 17 34; 61 18 35; 62 19 36; 63 20 37; 64 21 38;
65 22 39; 66 23 40; 67 24 41; 68 25 42; 76 34 35; 77 35 36; 78 36 37;
79 37 38; 80 38 39; 81 39 40; 82 40 41; 83 41 42; 84 34 43; 85 43 44;
86 44 45; 87 45 46; 88 46 47; 89 47 48; 90 48 49; 91 49 42; 92 35 43;
93 36 44; 94 37 45; 95 38 46; 96 39 47; 97 40 48; 98 41 49; 99 36 43;
100 37 44; 101 38 45; 102 38 47; 103 39 48; 104 40 49; 105 46 50;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
59 105 TABLE FR ISMC100
30 TO 45 76 TO 91 TABLE LD ISA30X20X4
46 TO 58 92 TO 104 TABLE ST ISA30X30X3
60 TO 68 TABLE ST ISLC125
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
33 50 FIXED
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1
JOINT LOAD
34 38 42 FY -2.25 FZ 3.75
17 21 25 FY -2.25 FZ -3.75
35 TO 37 39 TO 41 FY -4.5 FZ 7.5
18 TO 20 22 TO 24 FY -4.5 FZ -7.5
UNIT MMS NEWTON
PERFORM ANALYSIS
PARAMETER 1
CODE INDIAN
CHECK CODE ALL
PARAMETER 2
CODE INDIAN
STEEL TAKE OFF LIST 30 TO 68 76 TO 105
FINISH
