STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 15-Jan-09
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
14 0.25 1 0; 17 1.75 1 0; 20 0.25 2 0; 23 1.75 2 0; 24 0.25 1 1.5;
25 1.75 1 1.5; 26 0.25 2 1.5; 27 1.75 2 1.5;
MEMBER INCIDENCES
20 14 20; 23 17 23; 24 20 23; 25 24 26; 26 25 27; 27 26 27; 28 20 26; 29 23 27;
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 AMERICAN
20 23 TO 29 PRIS YD 0.3 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
14 17 24 25 FIXED
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
SPECTRUM SRSS EURO 2004 ELASTIC RS1 X 1 Z 1 ACC DAMP 0.05 LIN
SOIL TYPE A ALPHA 1 Q 1
SELFWEIGHT X 1 LIST 20 23 TO 29
SELFWEIGHT Z -1 LIST 20 23 TO 29
PERFORM ANALYSIS 
FINISH
