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The cross-sectional dimensions of the beam shown in the figure are a = 4.0 in., b = 5.3 in., d = 4.5 in., and t = 0.30 in. The internal bending moment about the z centroidal axis is M2 = -4.20 kip-ft. Determine (a) the maximum tension bending stress (a positive number) in the beam. (b) the maximum compression bending stress (a negative number) in the beam.

The cross-sectional dimensions of the beam shown in the figure are a = 4.0 in., b = 5.3 in., d = 4.5 in., and t = 0.30 in. The internal bending moment about the z centroidal axis is M2 = -4.20 kip-ft. Determine (a) the maximum tension bending stress (a positive number) in the beam. (b) the maximum compression bending stress (a negative number) in the beam.

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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Current Attempt in Progress The cross-sectional dimensions of the beam shown in the figure are a = 4.0 in., b = 5.3 in., d = 4.5 in., and t = 0.30 in. The internal bending moment about the z centroidal axis is M2 = -4.20 kip-ft. Determine (a) the maximum tension bending stress (a positive number) in the beam. (b) the maximum compression bending stress (a negative number) in the beam. | (ур.) d a a Answers: (а) Оmax T psi (b) Omax C = psi
Transcribed Image Text:Current Attempt in Progress The cross-sectional dimensions of the beam shown in the figure are a = 4.0 in., b = 5.3 in., d = 4.5 in., and t = 0.30 in. The internal bending moment about the z centroidal axis is M2 = -4.20 kip-ft. Determine (a) the maximum tension bending stress (a positive number) in the beam. (b) the maximum compression bending stress (a negative number) in the beam. | (ур.) d a a Answers: (а) Оmax T psi (b) Omax C = psi
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