STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 11-Jan-19
END JOB INFORMATION
INPUT WIDTH 79
SET ECHO OFF
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 6 0 0; 3 0 0 8.00002; 4 6 0 8.00002; 5 0 -4.00001 0; 6 6 -4.00001 0;
7 0 -4.00001 8.00002; 8 6 -4.00001 8.00002; 9 8 0 0; 10 8 0 8.00002;
MEMBER INCIDENCES
1 1 2; 2 3 4; 3 1 3; 4 2 4; 5 6 2; 6 5 1; 7 7 3; 8 8 4; 9 2 9; 10 4 10;
START GROUP DEFINITION
FLOOR
_FLOOR1 1 TO 4
ELEMENT
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 1.99947e+08
POISSON 0.3
DENSITY 76.8191
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 248210 FU 399894 RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 2.17184e+07
POISSON 0.17
DENSITY 23.5615
ALPHA 5.5e-06
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27578.9
END DEFINE MATERIAL
MEMBER PROPERTY CANADIAN
1 TO 4 9 10 TABLE ST W310X39
5 TO 8 TABLE ST W410X54
CONSTANTS
MATERIAL STEEL MEMB 1 2 2 TO 10
SUPPORTS
5 TO 8 FIXED BUT MX MZ
9 10 FIXED BUT MY MZ
MEMBER RELEASE
1 TO 4 9 10 START MY MZ
1 TO 4 END MY MZ
LOAD 1 LOADTYPE None  TITLE SW
SELFWEIGHT Y -1 LIST ALL
LOAD 2 LOADTYPE None  TITLE FLOOR
ONEWAY LOAD
_FLOOR1 ONE -10 GY
LOAD COMB 3 COMBINATION 1
1 1.25 2 1.5
PERFORM ANALYSIS
*LOAD LIST 3
PARAMETER 1
CODE CANADIAN
BEAM 1 MEMB 1 TO 4 9 10
TRACK 0 MEMB 1 TO 4 9 10
RATIO 1 MEMB 1 TO 4 9 10
LAT 1 MEMB 1 TO 4 9 10
FYLD 345000 MEMB 1 TO 4 9 10
FU 450000 MEMB 1 TO 4 9 10
*GROUP SZ MEMB 1 TO 4 9 10
*FIXED GROUP
*SELECT MEMB 1 TO 4 9 10
FIXED GROUP
SELECT OPTIMIZED MEMB 1 TO 4 9 10
PERFORM ANALYSIS
CHECK CODE MEMB 1 TO 4 9 10
FINISH
