A beam with an S380 × 74 section carries a total uniformly distributed load of 3W and a concentrated load W. Determine W if the flexural stress is limited to 120 MPa. S(section modulus) = 1 = 1060 x 10° MPa 5W W B * 1m- 1m By 3m Ấy Value of reaction By Moment(maximum) in terms of W Value of intensity, W %3D II II

A beam with an S380 × 74 section carries a total uniformly distributed load of 3W and a concentrated load W. Determine W if the flexural stress is limited to 120 MPa. S(section modulus) = 1 = 1060 x 10° MPa 5W W B * 1m- 1m By 3m Ấy Value of reaction By Moment(maximum) in terms of W Value of intensity, W %3D II II

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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