The cross-sectional dimensions of the beam shown in the figure are a = 4.6 in., b = 5.7 in., d = 4.9 in., and t= 0.31 in. The internabending moment about the z centroidal axis is M_= -4.45 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 = 4.6 in., b = 5.7 in., d = 4.9 in., and t 0.31 in. The internalbending moment about the z centroidal axis is M, = -4.45 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.y(typ.)aAnswers:(a) Omax Tpsi(b) OmaxCpsi

Given- Mz= -4.45 kip-ft a = 4.6 in., b = 5.7 in., d = 4.9 in., and t= 0.31 in. It is asked…

Answered: The cross-sectional dimensions of the…

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 cross-sectional dimensions of the beam shown in the figure are a = 4.6 in., b = 5.7 in., d = 4.9 in., and t= 0.31 in. The interna bending moment about the z centroidal axis is M_= -4.45 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 = 4.6 in., b = 5.7 in., d = 4.9 in., and t 0.31 in. The internal
bending moment about the z centroidal axis is M, = -4.45 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.
y
(typ.)
a
Answers:
(a) Omax T
psi
(b) OmaxC
psi

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