Problem 2.9

 

 

Roof Live Loads

 

Term Subpurlin Purlin Glulam Reference
AT 2 ft * 8 ft 8 ft * 20 ft 20 ft * 50 ft  
L0 20 psf 20 psf 20 psf ASCE 7 table 4-1
R1 1 1 0.6 ASCE 7 section 4.9.1
R2 1 1 1 ASCE 7 section 4.9.1
Lr 20 psf 20 psf 12 psf ASCE 7 section 4.9.1
wLr 40 lb/ft 160 lb/ft 240 lb/ft  

 

Lr = R1R2L0

wLr = Lr * (tributary width)