STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 14-Jul-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 6 0 0; 3 12 0 0; 4 0 7.5 0; 5 6 7.5 0; 6 12 7.5 0; 7 0 15 0;
8 6 15 0; 9 12 15 0; 10 0 0 6; 11 6 0 6; 12 12 0 6; 13 0 7.5 6; 14 6 7.5 6;
15 12 7.5 6; 16 0 15 6; 17 6 15 6; 18 12 15 6; 19 0 0 12; 20 6 0 12;
21 12 0 12; 22 0 7.5 12; 23 6 7.5 12; 24 12 7.5 12; 25 0 15 12; 26 6 15 12;
27 12 15 12;
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;
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; 43 13 14;
START USER TABLE
TABLE 1
UNIT MMS KN
GENERAL
LCOL
312500 750 125000 750 125000 1.41276e+10 1.41276e+10 6.01808e+09 2.97423e+07 -
2.97423e+07 176261 176257 6.99741e+07 3.91303e+07 1.59661e+14 750
PROFILE_POINTS
 -275 -275 475 -275 475 -25 -25 -25 -25 475 -275 475
END
UNIT METER KN
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
G 9.28139e+06
TYPE CONCRETE
STRENGTH FCU 27579
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
G 7.88462e+07
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY
1 TO 4 6 7 9 10 12 TO 43 PRIS YD 0.4 ZD 0.4
5 8 UPTABLE 1 LCOL
CONSTANTS
BETA 90 MEMB 5 8
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 3 10 TO 12 19 TO 21 FIXED
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
SELFWEIGHT Y -1 
LOAD 2 LOADTYPE None  TITLE LOAD CASE 2
FLOOR LOAD
YRANGE 0 20 FLOAD -3 GY
PERFORM ANALYSIS
FINISH
