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This document summarizes the selection of a beam to support a 30 foot span with a factored load of 6.4 kips/ft. A W24 x 76 beam was selected which has a factored bending capacity of 750 ft-kips, exceeding the required bending capacity of 720 ft-kips. Adding the weight of the beam increases the factored load slightly to 6.491 kips/ft, but the W24 x 76 still meets the bending and shear requirements.

Author

DwinandaNarindra

Language

EN