Design the width of a wooden beam if the depth is 380 mm, considera simple span beam of 8 m in length with overhang. The beam carriesa uniform load of 12.0 KN/m and its own wieght of 7.5 KN/m³, Itsallowable bending and shearing stresses are 12.6 MPa and 0.85 MParespectively.. assume b to 2/3 of depthCheck flexure and shear capcity.b=12 KN/m?6 md =2 m380 mm

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depin a simple span beam of 8 m in length with overhang. a uniform load of 12.0 KN/m and its own wieght of allowable bending and shearing stresses are 12.6 I respectively.. assume b to 2/3 of depth Check flexure and shear capcity.

depin a simple span beam of 8 m in length with overhang. a uniform load of 12.0 KN/m and its own wieght of allowable bending and shearing stresses are 12.6 I respectively.. assume b to 2/3 of depth Check flexure and shear capcity.

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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