Nscp 2015 pdf5/2/2023 ![]() ![]() movement due to di lfcrcntiul settlement. including any permitted live load rcduct ion l' = ponding load I< ::: rain IO:ld on the uudcllcctcd roof l = 'l'lf-.'training torcc and efkcis arising from cuntrnct ion or expansion resulting from icmpcr.uurc changL'. including any permitted live load reduction l., = root" live load. I l load due to fluids with well-defined pressures and maximum heights /I Illad due to lateral pressure of soil and water in ,oi I I. ::: l"tilllated maximum earthquake force that can he developed in the structure as set forth in Section 20X.5.1. 1 203.2 Symbols and Notations f) = dead load F = earthquake load set forth in Section 20X.5.1.1 r". ucordancc with the specified load combin.uions. All applicable loads shall hr considered. The mos( nit icul effect can occur when one or more ol 11lL'L'untributing loads arc not acting. or Chapter -t and the 'pL'cial ~ei"llic load combinations of Section 203.5. ![]() ![]() SECTION 203 COMBINATIONS OF LOADS 20J.1 General BuildingĀ», towers and other vert ical structures and all portions thereof shall he designed to resist the load combinauuns specified in Section 203.3 or 203.4 and.
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