The cross-sectional dimensions of the beam shown in the figure are a = 5.0 in., b = 6.4 in., d = 4.4 in., and t = 0.32 in. The internal bending moment about the z centroidal axis is M2 = -3.70 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.) z- a a Answers: (а) Отах т - psi (b) Omax C - psi
The cross-sectional dimensions of the beam shown in the figure are a = 5.0 in., b = 6.4 in., d = 4.4 in., and t = 0.32 in. The internal bending moment about the z centroidal axis is M2 = -3.70 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.) z- a a Answers: (а) Отах т - psi (b) Omax C - psi
Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
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The cross-sectional dimensions of the beam shown in the figure are a = 5.0 in., b = 6.4 in., d = 4.4 in., and t = 0.32 in. The internal bending moment about the z centroidal axis is Mz = -3.70 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.

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P8.012
The cross-sectional dimensions of the beam shown in the figure are a = 5.0 in., b = 6.4 in., d = 4.4 in., and t = 0.32 in. The internal bending moment about the z centroidal axis is
M, = -3.70 kip-ft.
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Exercise 12*
P8.012
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Chapter 8, Reserve
Problem 033
Chapter 8, Reserve
Problem 045 (GO
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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
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y
(tур.)
d
a
Answers:
(a) Omax T =
psi
(b) Omax C =
psi
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