STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 30-Apr-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
4 4 0 0; 5 3.23607 0 -2.35114; 6 1.23607 0 -3.80423; 7 -1.23607 0 -3.80423;
8 -3.23607 0 -2.35114; 9 -4 0 -4.89859e-16; 10 -3.23607 0 2.35114;
11 -1.23607 0 3.80423; 12 1.23607 0 3.80423; 13 3.23607 0 2.35114; 14 2.5 15 0;
15 2.02254 15 -1.46946; 16 0.772542 15 -2.37764; 17 -0.772542 15 -2.37764;
18 -2.02254 15 -1.46946; 19 -2.5 15 -3.06162e-16; 20 -2.02254 15 1.46946;
21 -0.772542 15 2.37764; 22 0.772542 15 2.37764; 23 2.02254 15 1.46946;
24 2.5 45 0; 25 2.02254 45 -1.46946; 26 0.772542 45 -2.37764;
27 -0.772542 45 -2.37764; 28 -2.02254 45 -1.46946; 29 -2.5 45 -3.06162e-16;
30 -2.02254 45 1.46946; 31 -0.772542 45 2.37764; 32 0.772542 45 2.37764;
33 2.02254 45 1.46946;
MEMBER INCIDENCES
1 4 5; 2 5 6; 3 6 7; 4 7 8; 5 8 9; 6 9 10; 7 10 11; 8 11 12; 9 12 13; 10 13 4;
11 14 15; 12 15 16; 13 16 17; 14 17 18; 15 18 19; 16 19 20; 17 20 21; 18 21 22;
19 22 23; 20 23 14;
ELEMENT INCIDENCES SHELL
21 18 19 9 8; 22 19 20 10 9; 23 20 21 11 10; 24 21 22 12 11; 25 22 23 13 12;
26 23 14 4 13; 27 14 15 5 4; 28 15 16 6 5; 29 16 17 7 6; 30 29 28 18 19;
31 28 27 17 18; 32 27 26 16 17; 33 26 25 15 16; 34 25 24 14 15; 35 29 30 20 19;
36 30 31 21 20; 37 31 32 22 21; 38 32 33 23 22; 39 33 24 14 23; 40 17 18 8 7;
ELEMENT PROPERTY
21 TO 40 THICKNESS 0.5
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
4 TO 13 FIXED
DEFINE 1893 LOAD
ZONE 0.16 RF 5 I 1 SS 2 ST 1 DM 0.05
SELFWEIGHT 1
LOAD 1 LOADTYPE Seismic  TITLE EQ +X
1893 LOAD X 1
LOAD 2 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1 LIST ALL
PERFORM ANALYSIS PRINT ALL
PARAMETER 1
CODE AISC UNIFIED 2016
FINISH
