Loading Data
6.5 x 2 VFR 500
8.0 x 3.5 VFR 700
Design Parameters: Span limits shown are based on roof deck being attached to each support at each low rib. Deflection Limit = L/180. Live Load - Factor of Safety = 2.5 (1st span listed). Uplift Load - Factor of Safety = 1.88.
