For the floor beam system shown in Fig. (3) construct the influence line for: a. the vertical reaction at B. b. the shear at the left of support B. c. the moment at A. A 2.5 m 3@ 3m= 9m 2 A 4 m 3 An B 2.5 m Direction of motion 20kN 40kN 40kN 40kN 10KN | 3 m Fig. (3) 11.5m/1.5ml
For the floor beam system shown in Fig. (3) construct the influence line for: a. the vertical reaction at B. b. the shear at the left of support B. c. the moment at A. A 2.5 m 3@ 3m= 9m 2 A 4 m 3 An B 2.5 m Direction of motion 20kN 40kN 40kN 40kN 10KN | 3 m Fig. (3) 11.5m/1.5ml
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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