1. For the beam shown in the figure below, draw the influence lines for Ra, Re, Re, Va and M, and determine the following maximum responses due to a concentrated live load of "a" kN, a uniformly distributed live load of "b" kN/m, and a uniformly distributed dead load of "c" kN /m. a. Maximum upward reaction at A in kN, put "O" if none. a = 45 kN b = 44 kN/m b. Maximum upward reaction at C in kN, put "0" if none. c. Maximum upward reaction at E in kN, put "0" if none. c= 15 kN/m d. Maximum negative shear at B in kN, put "O" if none. e. Maximum positive moment at B in kN-m, put "O" if none. A E F 2m - 2m 4.5m 2.0m 3.0m 1.5m -

1. For the beam shown in the figure below, draw the influence lines for Ra, Re, Re, Va and M, and determine the following maximum responses due to a concentrated live load of "a" kN, a uniformly distributed live load of "b" kN/m, and a uniformly distributed dead load of "c" kN /m. a. Maximum upward reaction at A in kN, put "O" if none. a = 45 kN b = 44 kN/m b. Maximum upward reaction at C in kN, put "0" if none. c. Maximum upward reaction at E in kN, put "0" if none. c= 15 kN/m d. Maximum negative shear at B in kN, put "O" if none. e. Maximum positive moment at B in kN-m, put "O" if none. A E F 2m - 2m 4.5m 2.0m 3.0m 1.5m -

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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