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live load reduction formula for steel pick up beam
i have a steel beam which carries 3 stories of wood framing and a metal deck with a concrete slab. the wood walls are load bearing for a residential condo. what is the live reduction allowed in this case using ibc 2006 for the steel beam. any tips will be greatly appreciated.
check out our whitepaper library.
look in asce 7-05, sections 4.8 (floors) and 4.9 (roofs).
if you have snow on the roof, i would not reduce that since it is a uniform that is global to the structure, not like a floor live load.
mike mccann
mccann engineering |
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发表于 2009-9-10 10:53:43
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