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A 14 m long beam is supported by hinge at the left end and roller placed 2 m from the other end. It is loaded with 10 kN concentrated load at midspan (in between 2 supports), a 5 m uniformly distributed load of 15 kN/m starting 2 m from the left support and a uniformly varying load that varies from 0 kN/m at 7m from the left support to 14 kN/m at the right end of the beam. For the beam described, calculate the reactions of the hinge and roller support. a. Reaction at the hinge support in kN. b. Reaction at the roller support in kN

A 14 m long beam is supported by hinge at the left end and roller placed 2 m from the other end. It is loaded with 10 kN concentrated load at midspan (in between 2 supports), a 5 m uniformly distributed load of 15 kN/m starting 2 m from the left support and a uniformly varying load that varies from 0 kN/m at 7m from the left support to 14 kN/m at the right end of the beam. For the beam described, calculate the reactions of the hinge and roller support. a. Reaction at the hinge support in kN. b. Reaction at the roller support in kN

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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A 14 m long beam is supported by hinge at the left end and roller placed 2 m from the other end. It is loaded with 10 kN concentrated load at midspan (in between 2 supports), a 5 m uniformly distributed load of 15 kN/m starting 2 m from the left support and a uniformly varying load that varies from 0 kN/m at 7m from the left support to 14 kN/m at the right end of the beam. For the beam described, calculate the reactions of the hinge and roller support. a. Reaction at the hinge support in kN. b. Reaction at the roller support in kN
Transcribed Image Text:A 14 m long beam is supported by hinge at the left end and roller placed 2 m from the other end. It is loaded with 10 kN concentrated load at midspan (in between 2 supports), a 5 m uniformly distributed load of 15 kN/m starting 2 m from the left support and a uniformly varying load that varies from 0 kN/m at 7m from the left support to 14 kN/m at the right end of the beam. For the beam described, calculate the reactions of the hinge and roller support. a. Reaction at the hinge support in kN. b. Reaction at the roller support in kN
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