STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 26-Aug-19
END JOB INFORMATION
INPUT WIDTH 79
SET NL 3
***********************************************
*         STAAD.Pro Generated Comment         *
***********************************************
*1 0 0 0 3 12. 0. 0.
*4 0 4.5 0 6 12. 4.5 0.
***********************************************
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 6 0 0; 3 12 0 0; 4 0 4.5 0; 5 6 4.5 0; 6 12 4.5 0; 7 6 9 0;
8 12 9 0;
***********************************************
*         STAAD.Pro Generated Comment         *
***********************************************
*1 1 4 2
* 6 4 5 7
************************************************
MEMBER INCIDENCES
1 1 4; 2 2 5; 3 5 7; 4 3 6; 5 6 8; 6 4 5; 7 5 6; 8 7 8; 9 1 5; 10 2 4; 11 3 5;
12 2 6; 13 6 7; 14 5 8;
MEMBER TRUSS 
9 TO 14
MEMBER PROPERTY BRITISH
1 TO 5 TABLE ST UB305X165X40
6 TO 8 TABLE ST UB457X152X52
9 TO 14 TABLE LD UA150X150X10
DEFINE MATERIAL START
ISOTROPIC MATERIAL1
E 2.1e+08
POISSON 0.3
END DEFINE MATERIAL
UNIT MMS KN
CONSTANTS
MATERIAL MATERIAL1 ALL
SUPPORTS
1 TO 3 PINNED
INACTIVE MEMBER 9 TO 14
UNIT METER KN
LOAD 1 DEAD AND LIVE LOAD
MEMBER LOAD
6 8 UNI GY -4.5
7 UNI GY -6.75
PERFORM ANALYSIS
CHANGE
INACTIVE MEMBER 10 11 13
LOAD 2 WIND FROM LEFT
JOINT LOAD
4 FX 135
7 FX 65
PERFORM ANALYSIS
CHANGE
INACTIVE MEMBER 9 12 14
LOAD 3 WIND FROM RIGHT
JOINT LOAD
6 FX -135
8 FX -65
LOAD COMBINATION 4
1 0.75 2 0.75 
LOAD COMBINATION 5
1 0.75 3 0.75 
PERFORM ANALYSIS
CHANGE
LOAD LIST ALL
PRINT MEMBER FORCES
LOAD LIST 1 4 5
PARAMETER 1
CODE BS5950
BEAM 1 ALL
UNL 1.8 ALL
KY 0.5 ALL
CHECK CODE ALL
FINISH
