The cross-sectional dimensions of the beam shown in the figure are a = 4.8 in., b = 6 in., d = 4.0 in., and t = 0.33 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. a Answers: (a) maxT (b) Omax C= b y (typ.) a psi psi d

The cross-sectional dimensions of the beam shown in the figure are a = 4.8 in., b = 6 in., d = 4.0 in., and t = 0.33 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. a Answers: (a) maxT (b) Omax C= b y (typ.) a psi psi d

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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