Problem 2.15
IBC table 1604.3 Floor beam: allowable live load deflection = L / 360 = 0.733 in. Roof rafter: allowable live load deflection = L / 360 = 0.400 in.
IBC table 1604.3
Floor beam: allowable live load deflection = L / 360 = 0.733 in.
Roof rafter: allowable live load deflection = L / 360 = 0.400 in.