Example problem: 1. A timber beam 10 cm wide by 30 cm high and 4.0 m long carries the loading as shown below. If the maximum flexure stress is 828 kPa. for what maximum value of uniformly distributed wo will the shear under P be zero and what is the value of P. *10 cmy ||||w| = kk/m ! ↓ 30 cm C 3.0 m 4.0 m RA 1.0 M Re

Example problem: 1. A timber beam 10 cm wide by 30 cm high and 4.0 m long carries the loading as shown below. If the maximum flexure stress is 828 kPa. for what maximum value of uniformly distributed wo will the shear under P be zero and what is the value of P. *10 cmy ||||w| = kk/m ! ↓ 30 cm C 3.0 m 4.0 m RA 1.0 M Re

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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