Select the lightest W section to support a uniform distributed load WD=0.5 kip/ft, W=1.4 kip/ft in...

Select the lightest W section to support a uniform distributed load WD=0.5 kip/ft,

W=1.4 kip/ft in addition to the section self weight. The element will be simple

supported with a span of 24 ft. Use A36 (Deflection does not require to be verified).

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Ally Wells answered 1 year ago

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