a. Draw the influence lines for the vertical reactions at supports B, D, and G and the reaction moment at supportG of the beam shown b. Determine the maximum positive and negative shears and the maximum positive and negative bending moments at pointE due to a concentrated live load of 160 kN, a uniformly distributed live load of 28 kN/m, and a uniformly distributed dead load of 14 kN/m. D Hinge Hinge 3m 2m 2m 2 m-

Q: E B C D 7 m -5 m- -5 m 3 m- -3 m

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