A W250 x 32.7 section is used as a cantilever beam of length L= 6m. The bending stress is not to exceed 120MPa. Ţ A y -1/2 B W 1- C X a. Determine the reaction at A, in terms of w. b. Determine the moment at point B, in terms of w. c. Determine the maximum moment, in term of w. d. Determine the largest uniformly distributed load w, in addition to the weight of the beam, in KN/m.

A W250 x 32.7 section is used as a cantilever beam of length L= 6m. The bending stress is not to exceed 120MPa. Ţ A y -1/2 B W 1- C X a. Determine the reaction at A, in terms of w. b. Determine the moment at point B, in terms of w. c. Determine the maximum moment, in term of w. d. Determine the largest uniformly distributed load w, in addition to the weight of the beam, 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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