STAAD PLANE
START JOB INFORMATION
ENGINEER DATE 13-Feb-13
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 3.2 0; 2 3.2 0 0; 3 3.2 3.2 0; 4 0 0 0; 5 0.2 0 0; 6 0.4 0 0;
7 0.6 0 0; 8 0.8 0 0; 9 1 0 0; 10 1.2 0 0; 11 1.4 0 0; 12 1.6 0 0;
13 1.8 0 0; 14 2 0 0; 15 2.2 0 0; 16 2.4 0 0; 17 2.6 0 0; 18 2.8 0 0;
19 3 0 0;
MEMBER INCIDENCES
1 4 1; 2 1 3; 3 2 3; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10;
10 10 11; 11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 15 16; 16 16 17;
17 17 18; 18 18 19; 19 19 2;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY
1 TO 19 PRIS YD 0.3 ZD 1
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
2 4 TO 19 ELASTIC MAT DIRECT Y SUBGRADE 12000
LOAD 1 LOADTYPE Dead  TITLE dl
MEMBER LOAD
2 UNI GY -25
3 LIN Y 30 0
1 LIN Y -30 0
SELFWEIGHT Y -1 LIST ALL
PERFORM ANALYSIS
FINISH
