Questions 2.4 Two steel plates have been welded together to form a beam in the shape of a T that has been strengthened by securely bolting to it the two oak timber as shown. The modulus of elasticity is 12.5 GPa for the timber and 200 GPa for the steel and a bending moment of M = 50 kNm is applied to the composite beam. Determine (a) Maximum stress in the timber(b) The stress in the steel along the top edge 200 mm Steel |- 201 75 mm mm 75 mm. . 20 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Questions 2.4
Two steel plates have been welded together to form a beam in the shape of a T that has
been strengthened by securely bolting to it the two oak timber as shown. The modulus of
elasticity is 12.5 GPa for the timber and 200 GPa for the steel and a bending moment of
M = 50 kNm is applied to the composite beam. Determine (a) Maximum stress in the
timber(b) The stress in the steel along the top edge
200 mm
Steel
1.
201
75 mm mm 75 mm.
.
20 mm
Transcribed Image Text:Questions 2.4 Two steel plates have been welded together to form a beam in the shape of a T that has been strengthened by securely bolting to it the two oak timber as shown. The modulus of elasticity is 12.5 GPa for the timber and 200 GPa for the steel and a bending moment of M = 50 kNm is applied to the composite beam. Determine (a) Maximum stress in the timber(b) The stress in the steel along the top edge 200 mm Steel 1. 201 75 mm mm 75 mm. . 20 mm
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