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16. Beam Deflection Using the method of progressive diagrams, find the centerline deflection for the given beam. Give the req
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Given, immo A = loft 6-9 Al p = 13k W 3 k/pl A B E 29000 ksi 265 I - Iolo in 113.5 D R = P + WB SFD (kips) = 13+389 0.5k 2) SSE 5217,85 2 24 203402.78 ) Mwa unday morwal diagram (Max) = ax Usulo =1345 12? g Slope Andes. (1 1) at nooddion (5) EI = 290

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