STAAD SPACE FRAME 1
START JOB INFORMATION
ENGINEER DATE 18-Jul-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
5 0 12.88 0; 6 2.08 12.88 0; 7 18.67 12.88 0; 8 41.34 12.88 0; 9 0 25.08 0;
10 18.67 25.08 0; 11 41.34 25.08 0; 12 2.08 -0.75 -2.08; 13 18.67 -0.75 -2.08;
14 41.34 -0.75 -2.08; 15 0 12.88 -2.08; 16 2.08 12.88 -2.08;
17 18.67 12.88 -2.08; 18 41.34 12.88 -2.08; 19 4.17 12.88 0; 20 10.375 12.88 0;
21 16.59 12.88 0; 22 20.75 12.88 0; 23 33.77 12.88 0; 24 39.14 12.88 0;
25 10.375 12.88 -2.08; 26 26.22 12.88 0; 27 26.22 12.88 -2.08;
28 33.77 12.88 -2.08;
MEMBER INCIDENCES
1 9 10; 2 10 11; 3 11 8; 4 10 7; 5 9 5; 6 18 14; 7 17 13; 8 16 12; 9 5 6;
10 6 19; 11 19 20; 12 20 21; 13 21 7; 14 7 22; 15 22 26; 16 26 23; 17 23 24;
18 24 8; 19 15 5; 20 15 25; 21 25 17; 22 17 27; 23 27 28; 24 16 5; 25 19 16;
26 16 6; 27 20 25; 28 21 17; 29 17 22; 30 7 17; 31 26 27; 32 23 28; 33 28 18;
34 18 8; 35 18 24;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
ISOTROPIC STEEL_50_KSI
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 7200 FU 8928 RY 1.5 RT 1.2
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL_50_KSI ALL
MEMBER PROPERTY AMERICAN
24 25 27 TO 29 31 32 35 TABLE ST W8X13
9 TO 18 TABLE ST W12X26
1 30 TABLE ST W12X30
2 9 20 21 26 TABLE ST W12X35
22 23 33 TABLE ST W12X45
19 TABLE ST W14X26
34 TABLE ST W14X38
3 TO 8 TABLE ST W14X193
SUPPORTS
12 TO 14 PINNED
LOAD 1 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1 
MEMBER LOAD
1 2 UNI GY -0.456
20 TO 23 33 UNI GY -0.796
9 TO 18 UNI GY -0.068
LOAD 2 LOADTYPE Live  TITLE LIVE LOAD (FLOOR)
MEMBER LOAD
20 TO 23 33 UNI GY -1.225
9 TO 18 UNI GY -0.104
LOAD 3 LOADTYPE Snow  TITLE SNOW LOAD (ROOF)
MEMBER LOAD
1 2 UNI GY -0.415
LOAD 4 LOADTYPE Wind  TITLE WIND LOAD
JOINT LOAD
11 FX -4.1
18 FX -6.35
LOAD COMB 5 D
1 1.0 
LOAD COMB 6 D + S (@ ROOF)
1 1.0 3 1.0 
LOAD COMB 7 D + L (@ FLOOR)
1 1.0 2 1.0 
LOAD COMB 8 D + 0.75L +0.75S
1 1.0 2 0.75 3 0.75 
LOAD COMB 9 D + 0.6W
1 1.0 4 0.6 
LOAD COMB 10 D - 0.6W
1 1.0 4 -0.6 
LOAD COMB 11 D + 0.75L + 0.45W + 0.75S
1 1.0 2 0.75 4 0.45 3 0.75 
LOAD COMB 12 D + 0.75L -0.45W + 0.75S
1 1.0 2 0.75 4 -0.45 3 0.75 
LOAD COMB 13 0.6D + 0.6W
1 0.6 4 0.6 
LOAD COMB 14 0.6D - 0.6W
1 0.6 4 -0.6 
PERFORM ANALYSIS
FINISH
