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The figure shown is the cross section of an endspan of a fully restrained beam that carries a moment of 200 kN-m. Determine the following: a. The centroid of the cross-section b. The moment of inertia of the cross-section. С. The bending stress on the extreme tension fiber. d. The compressive force due to bending. е. Check your answer using the force and moment checks. 100 mm , 90 mm 250 mm 100 mm 90 mm 200 mm 110 mm 100 mm 100 mm 80 mm 70 mm 150 mm 260 mm 100 mm 150 mm 60 mm 50 mm 100

The figure shown is the cross section of an endspan of a fully restrained beam that carries a moment of 200 kN-m. Determine the following: a. The centroid of the cross-section b. The moment of inertia of the cross-section. С. The bending stress on the extreme tension fiber. d. The compressive force due to bending. е. Check your answer using the force and moment checks. 100 mm , 90 mm 250 mm 100 mm 90 mm 200 mm 110 mm 100 mm 100 mm 80 mm 70 mm 150 mm 260 mm 100 mm 150 mm 60 mm 50 mm 100

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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The figure shown is the cross section of an endspan of a fully restrained beam that carries a moment of 200 kN-m. Determine the following: a. The centroid of the cross-section b. The moment of inertia of the cross-section. С. The bending stress on the extreme tension fiber. d. The compressive force due to bending. Check your answer using the force and moment checks. e. 100 mm, 90 mm 250 mm 100 mm, 90 mm 200 mm 110 mm 100 mm 100 mm 80 mm 70 mm 150 mm 260 mm 100 mm 150 mm 60 mm 50 mm 100 mm 100 mm 70 mm 80 mm
Transcribed Image Text:The figure shown is the cross section of an endspan of a fully restrained beam that carries a moment of 200 kN-m. Determine the following: a. The centroid of the cross-section b. The moment of inertia of the cross-section. С. The bending stress on the extreme tension fiber. d. The compressive force due to bending. Check your answer using the force and moment checks. e. 100 mm, 90 mm 250 mm 100 mm, 90 mm 200 mm 110 mm 100 mm 100 mm 80 mm 70 mm 150 mm 260 mm 100 mm 150 mm 60 mm 50 mm 100 mm 100 mm 70 mm 80 mm
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