Question: Problem 4 : Given a 6 1 4 Douglas Fir beam used in a dry - service condition at normal temperatures. The beam is simply
Problem :
Given a Douglas Fir beam used in a dryservice condition at normal temperatures. The beam is simply supported and carries a uniform loading of The beam spans feet and is fully braced along the compression flange. Will the beam be able to carry the given loading in bending and shear? points
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