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 "a" kN concentrated load at midspan (in between 2 supports), a 5 m uniformly distributed load of "b" kN/m starting 2 m from the left support and a uniformly varying load that varies from "c" kN/m at 7m from the left support to 0 kN/m at the right end of the beam. For the beam described, calculate the following; : Reaction at the hinge support in kN. b. Maximum positive shear in kN. C. Maximum negative moment in kN-m.

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 "a" kN concentrated load at midspan (in between 2 supports), a 5 m uniformly distributed load of "b" kN/m starting 2 m from the left support and a uniformly varying load that varies from "c" kN/m at 7m from the left support to 0 kN/m at the right end of the beam. For the beam described, calculate the following; : Reaction at the hinge support in kN. b. Maximum positive shear in kN. C. Maximum negative moment in kN-m.

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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