Thumbs-ip will be given. Please write the complete solutions and Write Legibly. Compute the maximum flexural stress developed in a 1.5m cantilever timber beam with a triangular section of b=96mm and d=215mm with a downward uniform load of 11.9KN/m. The modulus of elasticity of wood is 7310MPa. Express your answer in MPa in 2 decimal places.

Thumbs-ip will be given. Please write the complete solutions and Write Legibly. Compute the maximum flexural stress developed in a 1.5m cantilever timber beam with a triangular section of b=96mm and d=215mm with a downward uniform load of 11.9KN/m. The modulus of elasticity of wood is 7310MPa. Express your answer in MPa in 2 decimal places.

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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