STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 06-May-12
END JOB INFORMATION
INPUT WIDTH 79
SET ECHO ON
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 3.5 0; 3 6 0 0; 4 6 3.5 0; 5 6 0 6; 6 6 3.5 6;
MEMBER INCIDENCES
1 1 2; 2 3 4; 3 4 2; 4 5 6; 5 4 6;
START GROUP DEFINITION
MEMBER
_BEAM 3 5
_COLUME 1 2 4
END GROUP DEFINITION
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 30
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
ISOTROPIC MATERIAL1
E 22
POISSON 0.45
DENSITY 25
ISOTROPIC MATERIAL2
E 22
POISSON 0.3
DENSITY 25
ISOTROPIC MATERIAL3
E 22
POISSON 0.45
DENSITY 24
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
3 5 PRIS YD 0.3 ZD 0.275
MEMBER PROPERTY AMERICAN
1 4 PRIS YD 0.38 ZD 0.28
MEMBER PROPERTY AMERICAN
2 PRIS YD 0.35
CONSTANTS
CDAMP 0.05 MEMB 2
MATERIAL CONCRETE ALL
SUPPORTS
1 3 5 FIXED
SLAVE RIGID MASTER 6 JOINT 2 4 6
DEFINE MOVING LOAD
TYPE 1 HS20 1
LOAD 1 LOADTYPE Dead  TITLE DD
SELFWEIGHT Y -1 
MEMBER LOAD
3 5 UNI GY -40
LOAD 2 LOADTYPE Live  TITLE LL
MEMBER LOAD
3 5 UNI GY -60
LOAD 3 LOADTYPE Wind  TITLE WL
MEMBER LOAD
1 2 4 UNI GX 30
LOAD 4 LOADTYPE None  TITLE DD+LL
REPEAT LOAD
1 1.2 2 1.5 
LOAD 5 LOADTYPE None  TITLE DD+WL
REPEAT LOAD
1 1.1 2 1.3 
PDELTA ANALYSIS
DEFINE ENVELOPE
4 ENVELOPE 1 TYPE STRESS
5 ENVELOPE 2 TYPE STRESS
END DEFINE ENVELOPE
PRINT MEMBER INFORMATION ALL
LOAD LIST 4 5
PRINT JOINT DISPLACEMENTS ALL
PRINT MEMBER FORCES ALL
PRINT SUPPORT REACTION LIST 1 3 5
PRINT STORY DRIFT
PRINT ANALYSIS RESULTS
PRINT MEMBER STRESSES ALL
PRINT FORCE ENVELOPE NSECTION 5 ALL
PERFORM ANALYSIS PRINT STATICS CHECK
PRINT FORCE ENVELOPE NSECTION 5 LIST ALL
FINISH
