The cross-sectional dimensions of the beam shown in the figure are a = 4.0 in., b = 5.5 in., d = 4.6 in., andt 0.33 in. The internalbending moment about the z centroidal axis is M, = -4.35 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.b.(lуp.)aaAnswers:(a)Omax T =psi(b) Omax C =psi

Given- Mz= -4.35 kip-ft a=4.0 in b=5.5 in d=4.6 in t=0.33 in It is asked to find 1. Maximum…

The cross-sectional dimensions of the beam shown in the figure are a = 4.0 in., b = 5.5 in., d = 4.6 in., and t = 0.33 in. The internal bending moment about the z centroidal axis is M₂ = -4.35 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. b y (typ.) d a a Answers: (a) (b) Omax T Omax C = psi psi

The cross-sectional dimensions of the beam shown in the figure are a = 4.0 in., b = 5.5 in., d = 4.6 in., and t = 0.33 in. The internal bending moment about the z centroidal axis is M₂ = -4.35 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. b y (typ.) d a a Answers: (a) (b) Omax T Omax C = psi psi

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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