1605.4 Structural integrity load combinations – alternate load path method.
BC § 1605.4
Where specifically required by Sections 1615 through 1617, elements and components shall be designed to resist the forces calculated using the following combination of factored loads: D + f1L + f2W(Equation 16-27) Where: f1 = 0.25 for buildings in Risk Category II. f1 = 0.5 for buildings in Risk Category III or IV. f2 = 0 for buildings in Risk Category II. f2 = 0.33 for buildings in Risk Category III or IV. The live load component f1L need not be greater than the reduced live load.













