Cambering of steel beams
Cambering of steel beams
(OP)
Why is not recommended to camber beams shallower than W14?
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RE: Cambering of steel beams
"The webs are usually too slender, and it should be relatively easy to bump the shape up to a W14"
Here is the link:
http://msc.aisc.org/globalassets/modern-steel/stee...
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