Design the beam wooden section of a simple span with 3.5 m in length. Use the given allowable stress below. The beam carries a uniform load of 20 KN/m and an axial compression of 176KN... Use b = 3/4 d.Bending and Tensile Stress Parallel to Grain = 18.5 MPaCompression Stress Parallel to grain = 10 MPaModulus of Elasticity in Bending = 7500 MPa

bending stress theory used with some assumption. isotropic , homogeneous and elastic material is…

Answered: Design the beam wooden section of a…

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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Design the beam wooden section of a simple span with 3.5 m in length. Use the given allowable stress below. The beam carries a uniform load of 20 KN/m and an axial compression of 176KN... Use b = 3/4 d.

Bending and Tensile Stress Parallel to Grain = 18.5 MPa
Compression Stress Parallel to grain = 10 MPa
Modulus of Elasticity in Bending = 7500 MPa

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