Design a Doug Fir No.1 beam to carry the loads shown (roof beam, no plaster). Assume the beam is supported at each end b
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Design a Doug Fir No.1 beam to carry the loads shown (roof beam, no plaster). Assume the beam is supported at each end b
Design a Doug Fir No.1 beam to carry the loads shown (roof beam, no plaster). Assume the beam is supported at each end by block wall. Beam should be safe in bending, shear and deflection. 1500 lb 2000 lb 250 lb/ft 10 15 10
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