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Problème 3 The 150 X 250-mm timber beam has been stre by bolting to it the steel reinforcement shown. The modulus of elas wood is 12 GPa and for steel 200 GPa. Knowing that the beam is b a horizontal axis by a couple of moment M = 60 kN-m , determine imum stress in (a) the wood, (b) the steel. 150 mm

Problème 3 The 150 X 250-mm timber beam has been stre by bolting to it the steel reinforcement shown. The modulus of elas wood is 12 GPa and for steel 200 GPa. Knowing that the beam is b a horizontal axis by a couple of moment M = 60 kN-m , determine imum stress in (a) the wood, (b) the steel. 150 mm

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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Problème 3 The 150 X 250-mm timber beam has been strengthened by bolting to it the steel reinforcement shown. The modulus of elasticity for wood is 12 GPa and for steel 200 GPa. Knowing that the beam is bent about a horizontal axis by a couple of moment M = 60 kN-m , determine the max- imum stress in (a) the wood, (b) the steel. 150 mm M 250 mm 50 x 12 mm 50 x 12 mm 125 x 12 mm
Transcribed Image Text:Problème 3 The 150 X 250-mm timber beam has been strengthened by bolting to it the steel reinforcement shown. The modulus of elasticity for wood is 12 GPa and for steel 200 GPa. Knowing that the beam is bent about a horizontal axis by a couple of moment M = 60 kN-m , determine the max- imum stress in (a) the wood, (b) the steel. 150 mm M 250 mm 50 x 12 mm 50 x 12 mm 125 x 12 mm
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