Shown in the figure below, draw 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 "0" if none. b. Maximum upward reaction at C in kN, put "0" if none. C. Maximum upward reaction at E in kN, put "0" if none. d. Maximum negative shear at B in kN, put "0" if none. e. Maximum positive moment at B in kN-m, put "0" if none. A B C 2m 2m 4.5m 2.0m 3.0m 1.5m a= 54 b= 57 C= 19 they are not acting simultaneously

Shown in the figure below, draw 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 "0" if none. b. Maximum upward reaction at C in kN, put "0" if none. C. Maximum upward reaction at E in kN, put "0" if none. d. Maximum negative shear at B in kN, put "0" if none. e. Maximum positive moment at B in kN-m, put "0" if none. A B C 2m 2m 4.5m 2.0m 3.0m 1.5m a= 54 b= 57 C= 19 they are not acting simultaneously

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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