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AP1: a) Draw the influence lines for the vertical reaction at pt. C (Cy), shear at mid-span between B & C, and the bending moment above the support at pt. B Determine the maximum absolute values of each quantity due to the moving load as it travels across the bridge. Consider truck travel in either direction. b) 2400 lb 1800 lb 10 ft 15 ft15 ft15 ft--

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Is Is 2- 123 2400 じ 1500 2400 800 lo BSIC o 33 1s b), 2400 (1.23)+2(1800) G 스 6800人6. Cy 6800 Ib Va 2 400 ()180000-33) 29qylb

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