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A Q3 2.4 kN 1m B 1 m 4.8 kN C 1 m 000 7.2 kN D 0.5 m -+' 1- 50 mm 150 Draw Shear and Moment Diagram. Then, For the beam and loading shown, determine the minimum required width b, knowing that for the grade of timber used, oall= 12 MPa and tall = 825 kPa

A Q3 2.4 kN 1m B 1 m 4.8 kN C 1 m 000 7.2 kN D 0.5 m -+' 1- 50 mm 150 Draw Shear and Moment Diagram. Then, For the beam and loading shown, determine the minimum required width b, knowing that for the grade of timber used, oall= 12 MPa and tall = 825 kPa

Structural Analysis
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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A Q3 1m 2.4 kN B 1m 4.8 kN C 1 m 7.2 kN DY 0.5 m -+' 1- Q4 150 mm Draw Shear and Moment Diagram. Then, For the beam and loading shown, determine the minimum required width b, knowing that for the grade of timber used, σall = 12 MPa and tall = 825 kPa
Transcribed Image Text:A Q3 1m 2.4 kN B 1m 4.8 kN C 1 m 7.2 kN DY 0.5 m -+' 1- Q4 150 mm Draw Shear and Moment Diagram. Then, For the beam and loading shown, determine the minimum required width b, knowing that for the grade of timber used, σall = 12 MPa and tall = 825 kPa
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