STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 18-Jan-19
JOB NAME ZT Systems Warehouse
JOB CLIENT ZT Systems
JOB NO ZTSY00001
JOB PART Roof Beam Analysis
ENGINEER NAME AJA
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
4 73.1667 0 0; 5 80 0 0; 6 120 0 0; 7 126.833 0 0; 8 153.167 0 0; 9 160 0 0;
10 200 0 0; 11 206.833 0 0; 12 233.167 0 0; 13 240 0 0; 14 280 0 0;
15 286.833 0 0;
MEMBER INCIDENCES
4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11; 11 11 12; 12 12 13;
13 13 14; 14 14 15;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+006
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 5184 FU 8352 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
4 TO 14 TABLE ST W21X50
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
5 6 9 10 13 14 PINNED
MEMBER RELEASE
4 7 8 11 12 START MX MZ
6 7 10 11 14 END MX MZ
LOAD 1 LOADTYPE None  TITLE ROOF LOADING
SELFWEIGHT Y -1 
JOINT LOAD
5 6 9 10 13 14 FY -5.86
MEMBER LOAD
5 6 9 10 13 14 CON GY -5.86 5.71429
5 9 13 CON GY -5.86 11.4286
5 9 13 CON GY -5.86 17.1429
5 9 13 CON GY -5.86 22.8571
5 9 13 CON GY -5.86 28.5714
5 9 13 CON GY -5.86 34.2857
7 11 CON GY -5.86 5.0119
7 11 CON GY -5.86 10.0238
7 11 CON GY -5.86 15.0357
7 11 CON GY -5.86 20.0476
4 8 12 CON GY -5.86 0.70119
PERFORM ANALYSIS
PARAMETER 1
CODE AISC UNIFIED 2010
METHOD ASD
UNT 1 ALL
UNB 1 ALL
CHECK CODE ALL
FINISH
