Deflection Criteria

Back to all deflection criteria

SpanMan calculates roof beam deflection criteria in the following way:

Residential deflection criteria for Roof Beams

Span Maximum (mm) Span Ratio Overhang Maximum (mm) Overhang Ratio
Dead Load 12 L / 300 10 NA
Live Load 20 L / 250 10 NA
Wind Load 33 L / 150 10 NA

Commerical deflection criteria for Roof Beams

Span Maximum (mm) Span Ratio Overhang Maximum (mm) Overhang Ratio
Dead Load 20 L / 300 17 NA
Live Load 24 L / 250 17 NA
Wind Load 40 L / 150 17 NA