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-10'- 30 kips w=0.8 kip/ft -10- variable D E 6' ■The beam is to be designed to support dead weight of 0.45 kip/ft and live load of 30kip concentrated load and a variable length w 0.8 kip/ft. The live load-can act anywhere in the span. Compute the maximum positive and negative values of live load moment at section C and the moment at C produce by the beams weight.

-10'- 30 kips w=0.8 kip/ft -10- variable D E 6' ■The beam is to be designed to support dead weight of 0.45 kip/ft and live load of 30kip concentrated load and a variable length w 0.8 kip/ft. The live load-can act anywhere in the span. Compute the maximum positive and negative values of live load moment at section C and the moment at C produce by the beams weight.

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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-10'- 30 kips w=0.8 kip/ft -10- variable D E 6' ■The beam is to be designed to support dead weight of 0.45 kip/ft and live load of 30kip concentrated load and a variable length w 0.8 kip/ft. The live load-can act anywhere in the span. Compute the maximum positive and negative values of live load moment at section C and the moment at C produce by the beams weight.
Transcribed Image Text:-10'- 30 kips w=0.8 kip/ft -10- variable D E 6' ■The beam is to be designed to support dead weight of 0.45 kip/ft and live load of 30kip concentrated load and a variable length w 0.8 kip/ft. The live load-can act anywhere in the span. Compute the maximum positive and negative values of live load moment at section C and the moment at C produce by the beams weight.
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