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Determine the beam and column reactions knowing that: • Live load (load on the deck): 80 psf • Dead load (deck weight): 10psf
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somosfelt mua 20 feet Live load = 8 opsf x 10x20 = 16000 pound- Dead load (deck) = lopsf x 10 420 = 2000 pound Beam Dead loadReactions of Beam (Beam) Beam, + Beam, a ll Deck + Plbeck Beam, = Beam, (symmetry) 2 V Beam = 16000 + 2000 pound | Veeam = э

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