A beam AB, 3 m long is hinged to a wall at end A and is supported by a tie rod DE which is hinged to the wall at end E and also hinged to a vertical bracket CD at end D as shown in the figure. The beam carries a uniform distributed load of P = 7.0 kN/m throughout its length along with a point load of Q = 3.5 kN at its free end B. The magnitude of the maximum positive bending moment in kN-m is Tie rocd 2-5m QKN P KN/m 0-5m -2 m Im

A beam AB, 3 m long is hinged to a wall at end A and is supported by a tie rod DE which is hinged to the wall at end E and also hinged to a vertical bracket CD at end D as shown in the figure. The beam carries a uniform distributed load of P = 7.0 kN/m throughout its length along with a point load of Q = 3.5 kN at its free end B. The magnitude of the maximum positive bending moment in kN-m is Tie rocd 2-5m QKN P KN/m 0-5m -2 m Im

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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