STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 10-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 1.5 0; 3 6 2.25 0; 4 1.5 1.6875 0; 5 3 1.875 0;
6 4.5 2.0625 0; 7 1.5 0.5625 0; 8 3 1.125 0; 9 4.5 1.6875 0;
10 -6 2.25 -7.34764e-016; 11 -1.5 1.6875 -1.83691e-016;
12 -3 1.875 -3.67382e-016; 13 -4.5 2.0625 -5.51073e-016;
14 -1.5 0.5625 -1.83691e-016; 15 -3 1.125 -3.67382e-016;
16 -4.5 1.6875 -5.51073e-016; 17 0 -3.5 0; 18 0 0 6.08; 19 0 1.5 6.08;
20 6 2.25 6.08; 21 1.5 1.6875 6.08; 22 3 1.875 6.08; 23 4.5 2.0625 6.08;
24 1.5 0.5625 6.08; 25 3 1.125 6.08; 26 4.5 1.6875 6.08;
27 -6 2.25 6.08; 28 -1.5 1.6875 6.08; 29 -3 1.875 6.08;
30 -4.5 2.0625 6.08; 31 -1.5 0.5625 6.08; 32 -3 1.125 6.08;
33 -4.5 1.6875 6.08; 34 0 -3.5 6.08;
MEMBER INCIDENCES
1 1 2; 2 1 7; 3 2 4; 4 4 5; 5 5 6; 6 6 3; 7 7 8; 8 8 9; 9 9 3; 10 4 7;
11 5 8; 12 6 9; 13 2 7; 14 4 8; 15 5 9; 16 1 14; 17 2 11; 18 11 12;
19 12 13; 20 13 10; 21 14 15; 22 15 16; 23 16 10; 24 11 14; 25 12 15;
26 13 16; 27 2 14; 28 11 15; 29 12 16; 30 1 17; 31 1 18; 32 2 19;
33 3 20; 34 4 21; 35 5 22; 36 6 23; 37 7 24; 38 8 25; 39 9 26; 40 10 27;
41 11 28; 42 12 29; 43 13 30; 44 14 31; 45 15 32; 46 16 33; 48 18 19;
49 18 24; 50 19 21; 51 21 22; 52 22 23; 53 23 20; 54 24 25; 55 25 26;
56 26 20; 57 21 24; 58 22 25; 59 23 26; 60 19 24; 61 21 25; 62 22 26;
63 18 31; 64 19 28; 65 28 29; 66 29 30; 67 30 27; 68 31 32; 69 32 33;
70 33 27; 71 28 31; 72 29 32; 73 30 33; 74 19 31; 75 28 32; 76 29 33;
77 18 34;
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
SUPPORTS
17 34 FIXED
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
LOAD 2 LOADTYPE None  TITLE LOAD CASE 2
LOAD COMB 3 COMBINATION LOAD CASE 3
1 1.0 2 1.0 
PERFORM ANALYSIS
FINISH
