STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 25-Apr-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 3 2.66801 0 0; 4 4.00201 0 0; 5 0 0 1.85; 6 1.334 0 1.85;
8 4.00201 0 1.85; 9 0 0 0.925002; 11 8.00402 0 0; 12 8.00402 0 1.85;
14 6.67001 0 0; 15 5.33601 0 1.85; 16 16.008 0 0; 17 13.34 0 0; 18 12.006 0 0;
19 16.008 0 1.85; 20 14.674 0 1.85; 21 12.006 0 1.85; 22 16.008 0 0.925002;
23 12.006 0 0.925002; 24 9.33802 0 0; 25 10.672 0 1.85; 26 8.00402 0 0.925002;
27 4.00201 0 0.925;
MEMBER INCIDENCES
1 1 3; 3 3 4; 4 1 5; 7 4 8; 8 5 6; 9 6 8; 11 1 6; 12 6 3; 13 3 8; 14 1 5;
15 4 8; 16 1 9; 18 1 9; 20 9 5; 21 9 5; 24 4 14; 25 8 15; 31 11 26; 32 11 26;
33 14 11; 34 15 12; 35 4 15; 36 15 14; 37 14 12; 38 16 17; 39 17 18; 40 16 19;
41 18 21; 42 19 20; 43 20 21; 44 16 20; 45 20 17; 46 17 21; 47 16 19; 48 18 21;
49 16 22; 50 18 23; 51 16 22; 52 18 23; 53 22 19; 54 22 19; 55 23 21; 56 23 21;
57 18 24; 58 21 25; 59 24 11; 60 25 12; 61 18 25; 62 25 24; 63 24 12; 64 26 12;
65 26 12; 66 11 12; 67 11 12; 68 4 27; 69 4 27; 70 27 8; 71 27 8;
START USER TABLE
TABLE 1
UNIT METER KN
ANGLE
L130X130X10
0.13 0.13 0.01 0.0257187 0.000866667 0.000866667
END
MEMBER OFFSET
4 7 11 TO 13 18 31 35 TO 37 40 41 44 TO 46 51 52 61 TO 63 67 69 START 0 -0.7 0
4 7 11 TO 13 21 35 TO 37 40 41 44 TO 46 54 56 61 TO 64 67 70 END 0 -0.7 0
14 TO 16 32 47 TO 50 66 68 START 0 0.7 0
14 15 20 47 48 53 55 65 66 71 END 0 0.7 0
18 51 END 0 0 0
20 53 START 0 0 0
16 49 END 0 -2.42234e-008 0
21 54 START 0 -2.42234e-008 0
31 52 END 0 0 0
55 START 0 0 0
50 END 0 -2.42234e-008 0
56 64 START 0 -2.42234e-008 0
68 END 0 0 0
70 START 0 0 0
69 END 0 0 0
71 START 0 0 0
DEFINE MATERIAL START
ISOTROPIC STEEL
E 1.99947e+008
POISSON 0.3
DENSITY 76.8191
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 248210 FU 399894 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 3 8 9 24 25 33 34 38 39 42 43 57 TO 59 -
60 TAPERED 1.564 0.012 1.564 0.55 0.032 0.55 0.032
4 7 11 TO 16 18 20 21 31 32 35 TO 37 40 41 44 TO 56 61 TO 70 -
71 UPTABLE 1 L130X130X10
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
16 19 FIXED BUT FX FZ MX MY MZ
1 5 FIXED BUT MX MY MZ
LOAD 1 LOADTYPE None  TITLE DL
SELFWEIGHT Y -1 
MEMBER LOAD
1 3 8 9 24 25 33 34 38 39 42 43 57 TO 60 UNI GY -6
LOAD 2 LOADTYPE None  TITLE LL
MEMBER LOAD
1 3 8 9 24 25 33 34 38 39 42 43 57 TO 60 UNI GY -103
LOAD COMB 3 DL+LL
1 1.0 2 1.0 
PERFORM ANALYSIS
PARAMETER 1
CODE AISC
CHECK CODE ALL
FINISH
