STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 24-Feb-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3 0 0; 3 6 0 0; 4 0 3 0; 5 3 3 0; 6 6 3 0; 7 0 6 0; 8 3 6 0;
9 6 6 0; 10 0 0 3; 11 3 0 3; 12 6 0 3; 13 0 3 3; 14 3 3 3; 15 6 3 3;
16 0 6 3; 17 3 6 3; 18 6 6 3; 19 0 0 6; 20 3 0 6; 21 6 0 6; 22 0 3 6;
23 3 3 6; 24 6 3 6; 25 0 6 6; 26 3 6 6; 27 6 6 6;
MEMBER INCIDENCES
1 4 5; 2 5 6; 3 7 8; 4 8 9; 5 1 4; 6 2 5; 7 3 6; 8 4 7; 9 5 8; 10 6 9;
11 13 14; 12 14 15; 13 16 17; 14 17 18; 15 10 13; 16 11 14; 17 12 15;
18 13 16; 19 14 17; 20 15 18; 21 22 23; 22 23 24; 23 25 26; 24 26 27;
25 19 22; 26 20 23; 27 21 24; 28 22 25; 29 23 26; 30 24 27; 31 4 13;
32 5 14; 33 6 15; 34 7 16; 35 8 17; 36 9 18; 37 13 22; 38 14 23;
39 15 24; 40 16 25; 41 17 26; 42 18 27;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
5 TO 10 15 TO 20 25 TO 30 TABLE ST W14x873
1 TO 4 11 TO 14 21 TO 24 31 TO 42 TABLE ST W21x223
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 TO 3 10 TO 12 19 TO 21 FIXED
LOAD 1 LOADTYPE Dead  TITLE dead
SELFWEIGHT Y -1 LIST ALL
FLOOR LOAD
YRANGE 0 6 FLOAD -4 XRANGE 0 6  ZRANGE 0 6  GY
LOAD 2 LOADTYPE Live  TITLE live
FLOOR LOAD
YRANGE 0 3.1 FLOAD -4.8 XRANGE 0 6  ZRANGE 0 6  GY
YRANGE 5.9 6.1 FLOAD -1.92 XRANGE 0 6  ZRANGE 0 6  GY
LOAD COMB 3 Generated ACI Table1 1
1 1.4 
LOAD COMB 4 Generated ACI Table1 2
1 1.2 2 1.6 
LOAD COMB 5 Generated ACI Table1 3
1 1.2 2 1.0 
LOAD COMB 6 Generated ACI Table1 4
1 1.2 
LOAD COMB 7 Generated ACI Table1 5
1 0.9 
PERFORM ANALYSIS
DEFINE ENVELOPE
3 TO 7 ENVELOPE 1 TYPE STRENGTH
END DEFINE ENVELOPE
PARAMETER 1
CODE AISC UNIFIED 2010
FINISH
