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For the beam shown, determine the the maximum positive and negative bending moments(kip-ft) at point D due to a concentrated live load of 30 k, a uniformly distributed live load of 3 k/ft, and a uniformly distributed dead load of 1 k/ft. Input the sum of max. positive and max. negative bending moment at point D in the space provided. Hinge Hinge B C D E G -20 ft- -20 ft- -30 ft- -30 ft- 15 ft-15 ft

For the beam shown, determine the the maximum positive and negative bending moments(kip-ft) at point D due to a concentrated live load of 30 k, a uniformly distributed live load of 3 k/ft, and a uniformly distributed dead load of 1 k/ft. Input the sum of max. positive and max. negative bending moment at point D in the space provided. Hinge Hinge B C D E G -20 ft- -20 ft- -30 ft- -30 ft- 15 ft-15 ft

Structural Analysis
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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For the beam shown, determine the the maximum positive and negative bending moments(kip-ft) at point D due to a concentrated live load of 30 k, a uniformly distributed live load of 3 k/ft, and a uniformly distributed dead load of 1 k/ft. Input the sum of max. positive and max. negative bending moment at point D in the space provided. Hinge Hinge B C D E G -20 ft- -20 ft- -30 ft- -30 ft- 15 ft-15 ft
Transcribed Image Text:For the beam shown, determine the the maximum positive and negative bending moments(kip-ft) at point D due to a concentrated live load of 30 k, a uniformly distributed live load of 3 k/ft, and a uniformly distributed dead load of 1 k/ft. Input the sum of max. positive and max. negative bending moment at point D in the space provided. Hinge Hinge B C D E G -20 ft- -20 ft- -30 ft- -30 ft- 15 ft-15 ft
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