Where uniform roof live loads are reduced to less than 20 psf 0 96 kn m2 in accordance with section 1607 12 2 1 and are applied to the design of structural members arranged so as to create continulty the reduced roof live load shall be applied to adjacent spans or to alternate spans whichever produces. D dead load l live load l r live roof load w wind load s snow load e earthquake load r rainwater load or ice water load. L r l o r 1 r 2.
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