30 mm A B 150 mm M 150 mm 300 mm 30 mm - determine the bending stress developed at points A, B, and C. Sketch the bending stress distribution on the cross section. - Assume that the cross-section has a moment of inertia about the neutral axis of 1.907 x 10-4 m². - Assume that the neutral axis is located 97.5 mm from the bottom of the cross-section - Assume the internal bending moment M = 61.4 kN.m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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30 mm
C
A
B
150 mm
M
150 mm
300 mm
30 mm
- determine the bending stress developed at points A, B, and C. Sketch the bending stress
distribution on the cross section.
- Assume that the cross-section has a moment of inertia about the neutral axis of
1.907 x 10-4 m².
- Assume that the neutral axis is located 97.5 mm from the bottom of the cross-section
- Assume the internal bending moment M = 61.4 kN.m
Transcribed Image Text:30 mm C A B 150 mm M 150 mm 300 mm 30 mm - determine the bending stress developed at points A, B, and C. Sketch the bending stress distribution on the cross section. - Assume that the cross-section has a moment of inertia about the neutral axis of 1.907 x 10-4 m². - Assume that the neutral axis is located 97.5 mm from the bottom of the cross-section - Assume the internal bending moment M = 61.4 kN.m
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