STAAD SPACE
SET PRINT 1
START JOB INFORMATION
ENGINEER DATE 21-Feb-16
END JOB INFORMATION
INPUT WIDTH 79
SET STAR 0
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 0 2.5; 3 -6.1 0 0; 4 -6.1 0 2.5; 5 -3.05 3.3 1.25; 6 -5.8 0 2.5;
7 -0.3 0 0;
MEMBER INCIDENCES
1 1 2; 3 3 4; 4 3 7; 5 4 6; 6 5 4; 7 5 3; 8 5 1; 9 5 2; 10 6 2; 11 7 1; 12 7 6;
START GROUP DEFINITION
MEMBER
_STEEL_ANGLES 1 3
_TENSION_CABLES 6 TO 9
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 275000 FU 407800 RY 1.5 RT 1.2
G 7.88462e+007
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
4 5 10 11 TABLE ST W8X35
MEMBER PROPERTY EUROPEAN
1 3 12 TABLE ST L150X150X10
MEMBER PROPERTY EUROPEAN
6 TO 9 PRIS YD 0.015
CONSTANTS
BETA 225 MEMB 1
BETA 135 MEMB 3
BETA 125 MEMB 12
MATERIAL STEEL ALL
*SUPPORTS
*5 FIXED BUT FX FZ MX MY MZ
SUPPORTS
5 FIXED BUT MX MY MZ
*MEMBER OFFSET
*3 END 0 0.15 0
*12 START 0 0.15 0
*12 END 0 0.15 0
*1 START 0 0.15 0
*1 END 0 0.15 0
*3 START 0 0.145 0
MEMBER CABLE
6 TO 9 TENSION 1
*MEMBER TRUSS
*1 3 12
*
MEMBER TRUSS 
12
LOAD 1 LOADTYPE None  TITLE LIFITING LOAD
SELFWEIGHT Y -1 
JOINT LOAD
1 TO 4 FY -120
*PERFORM CABLE ANALYSIS BASIC SAGMINIMUM 0.7 STABILITY 5 145
PERFORM CABLE ANALYSIS BASIC STABILITY 6 145
PRINT MEMBER FORCES LIST 6
FINISH
