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A 30 ft long beam (W24x68) supports a 5 kips/ft uniformly distributed live. Loading due to...

A 30 ft long beam (W24x68) supports a 5 kips/ft uniformly distributed live. Loading due to self-weight of the beam is negligible, The beam is laterally supported at its ends and at third points. What is the flexural strength (kip/ft) of the section based on lateral torsional buckling (FLB)  failure mode?


units should be in kip/ft

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Ally Wells answered 10 months ago
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