STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 15-Feb-23
END JOB INFORMATION
INPUT WIDTH 79
UNIT INCHES KIP
JOINT COORDINATES
1 0 0 0; 2 228 0 0; 3 444 0 0; 4 672 0 0; 5 0 0 156; 6 228 0 156; 7 444 0 156;
8 672 0 156; 9 0 0 324; 10 228 0 324; 11 0 192 0; 12 228 192 0; 13 444 192 0;
14 672 192 0; 15 0 192 156; 16 228 192 156; 17 444 192 156; 18 672 192 156;
19 0 192 324; 20 228 192 324; 21 0 384 0; 22 228 384 0; 23 444 384 0;
24 672 384 0; 25 0 384 156; 26 228 384 156; 27 444 384 156; 28 672 384 156;
29 0 384 324; 30 228 384 324;
MEMBER INCIDENCES
14 11 12; 15 12 13; 16 13 14; 17 15 16; 18 16 17; 19 17 18; 20 19 20; 21 19 15;
22 15 11; 23 20 16; 24 16 12; 25 17 13; 26 18 14; 27 21 22; 28 22 23; 29 23 24;
30 25 26; 31 26 27; 32 27 28; 33 29 30; 34 29 25; 35 25 21; 36 30 26; 37 26 22;
38 27 23; 39 28 24; 40 1 11; 41 11 21; 42 5 15; 43 15 25; 44 9 19; 45 19 29;
46 2 12; 47 12 22; 48 3 13; 49 13 23; 50 4 14; 51 14 24; 52 6 16; 53 16 26;
54 7 17; 55 17 27; 56 8 18; 57 18 28; 58 10 20; 59 20 30;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 3150
POISSON 0.17
DENSITY 8.68e-05
ALPHA 5.5e-06
DAMP 0.05
G 1346.15
TYPE CONCRETE
STRENGTH FCU 4
END DEFINE MATERIAL
MEMBER PROPERTY
14 TO 39 PRIS YD 30 ZD 15
40 TO 59 PRIS YD 15 ZD 24
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 10 FIXED
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1
SELFWEIGHT Y -1 
MEMBER LOAD
14 TO 39 UNI GY -0.35
LOAD 2 LOADTYPE Live  TITLE LOAD CASE 2
MEMBER LOAD
14 TO 39 UNI GY -0.25
LOAD 3 LOADTYPE Seismic-H  TITLE LOAD CASE 3
JOINT LOAD
11 TO 30 FX 12
LOAD 4 LOADTYPE Seismic-H  TITLE LOAD CASE 4
JOINT LOAD
11 TO 30 FZ 12
LOAD COMB 5 COMB - 1.4 DEAD
1 1.4 
LOAD COMB 6 COMB - 1.2 DEAD + 1.6 LIVE
1 1.2 2 1.6 
LOAD COMB 7 COMB - 1.2 DEAD + 0.5 LIVE
1 1.2 2 0.5 
LOAD COMB 8 COMB - 1.2 DEAD
1 1.2 
LOAD COMB 9 COMB - 0.9 DEAD
1 0.9 
LOAD COMB 10 COMB - 1.2 DEAD + 0.5 LIVE + 1 SEISMIC-H (1)
1 1.2 2 0.5 3 1.0 
LOAD COMB 11 COMB - 1.2 DEAD + 0.5 LIVE + 1 SEISMIC-H (2)
1 1.2 2 0.5 4 1.0 
LOAD COMB 12 COMB - 1.2 DEAD + 0.5 LIVE + -1 SEISMIC-H (1)
1 1.2 2 0.5 3 -1.0 
LOAD COMB 13 COMB - 1.2 DEAD + 0.5 LIVE + -1 SEISMIC-H (2)
1 1.2 2 0.5 4 -1.0 
LOAD COMB 14 COMB - 0.9 DEAD + 1 SEISMIC-H (1)
1 0.9 3 1.0 
LOAD COMB 15 COMB - 0.9 DEAD + 1 SEISMIC-H (2)
1 0.9 4 1.0 
LOAD COMB 16 COMB - 0.9 DEAD + -1 SEISMIC-H (1)
1 0.9 3 -1.0 
LOAD COMB 17 COMB - 0.9 DEAD + -1 SEISMIC-H (2)
1 0.9 4 -1.0 
PERFORM ANALYSIS
FINISH
