The cross-sectional dimensions of the beam shown in the figure are a - 4.5 in., b - 6.1 in., d = 4.6 in., andt-0.34 in. The internal bending moment about the z centroidal axis is M, - -3.95 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. (typ.) Answers: (a) OmaxT psi (b) OmayC- psi

Structural Analysis
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Chapter2: Loads On Structures
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The cross-sectional dimensions of the beam shown in the figure are a = 4.5 in., b = 6.1 in., d = 4.6 in., and t = 0.34 in. The internal
bending moment about the z centroidal axis is M; = -3.95 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.
(сур.)
d
a
a
Answers:
(a) OmaxT
psi
(b) OmaxC
psi
Transcribed Image Text:The cross-sectional dimensions of the beam shown in the figure are a = 4.5 in., b = 6.1 in., d = 4.6 in., and t = 0.34 in. The internal bending moment about the z centroidal axis is M; = -3.95 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. (сур.) d a a Answers: (a) OmaxT psi (b) OmaxC psi
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