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Compute the horizontal displacement of joint Bin Figure P9.28. The moment diagram produced by the 12-kip load is given. The base of the columns at points Aand E may be treated as fixed supports. Hint: Begin by sketching the deflected shape, using the moment diagrams to establish the curvature of members. Moments in units of kip?ft.​P9.28. Compute the horizontal displacement of joint B in Figure P9.28. The moment diagram produced by the 12-kip load is given. The base of the columns at points A and E may be treated as fixed supports. Hint: Begin by sketching the deflected shape, using the moment diagrams to establish the curvature of members. Moments in units of kip ft 664 44.8 58.1 12 kips D 44.8 58. 15 2.3 19.1 15 30 P9.28

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Selatton P929 Cien that 12 kip lood s guen. a0d -tro columns pent A and E ape n 12 kips 13 15 30 15 UE

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