STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 27-Dec-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 3 0; 3 4.5 3 0; 4 4.5 0 0; 5 7.5 3 0; 6 7.5 0 0;
7 12.75 3 0; 8 12.75 0 0; 9 0 6 0; 10 4.5 6 0; 11 7.5 6 0; 12 12.75 6 0;
13 0 9 0; 14 4.5 9 0; 15 7.5 9 0; 16 -2 3 0; 17 14.75 3 0;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 3 5; 6 5 6; 7 5 7; 9 7 8; 10 2 9; 11 3 10;
12 5 11; 13 7 12; 14 9 10; 16 11 12; 17 9 13; 18 10 14; 19 11 15;
21 13 14; 22 14 15; 23 2 16; 24 7 17;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY
4 22 TO 24 PRIS YD 0.4 ZD 0.3
1 3 6 10 TO 12 17 TO 19 PRIS YD 0.3 ZD 0.3
2 14 21 PRIS YD 0.45 ZD 0.3
7 16 PRIS YD 0.6 ZD 0.3
9 13 PRIS YD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 4 6 8 FIXED
16 17 PINNED
LOAD 1 LOADTYPE None  TITLE UDL
MEMBER LOAD
14 16 21 22 24 UNI GY -15
2 UNI GY -25
7 23 UNI GY -30
LOAD 2 LOADTYPE None  TITLE POINT LOADS
MEMBER LOAD
4 CON GY -10 1.75
16 CON GY -10 5.25
PERFORM ANALYSIS
FINISH
