A timber beam AB of span 5 m, width 100 mm and height 200 mm is to support three concentrated loads shown in the figure. The selected grade of timber has following material allowables; T₁=1 MPa and ₁=10 MPa. Calculate the maximum shear and normal stresses for the selected timber beam for the given loading conditions. 5 KN 0.5 m 1.0 m 10 kN 3.0 m 1.0 m 5 KN 0.5 m 100 mm 200 mm Cross Section

A timber beam AB of span 5 m, width 100 mm and height 200 mm is to support three concentrated loads shown in the figure. The selected grade of timber has following material allowables; T₁=1 MPa and ₁=10 MPa. Calculate the maximum shear and normal stresses for the selected timber beam for the given loading conditions. 5 KN 0.5 m 1.0 m 10 kN 3.0 m 1.0 m 5 KN 0.5 m 100 mm 200 mm Cross Section

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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