The figure shows the cross section of a beam that carries a vertical shear force V=12kips. The distance from the bottom of the section to the neutral axis is d=8.90 in., and the moment of inertia of the cross-sectional area about the neutral axis is I=547 in^4. Determine the maximum shear stress on this cross section. 2 in. 7.30 in. 7.5 in. 1.2 in. NA a 3 in. 3 in. d = 8.90 in. 7.5 in. F1.2 in. 1. Determine the maximum shear stress on this cross section.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The figure shows the cross section of a beam that carries a vertical shear force
V=12kips. The distance from the bottom of the section to the neutral axis is
d=8.90 in., and the moment of inertia of the cross-sectional area about the
neutral axis is l=547 in^4. Determine the maximum shear stress on this cross
section.
2 in.
7.30 in.
7.5 in.
-1.2 in.
NA
a
3 in.
3 in.
d = 8.90 in.
7.5 in.
-1.2 in.
1. Determine the maximum shear stress on this cross section.
Transcribed Image Text:The figure shows the cross section of a beam that carries a vertical shear force V=12kips. The distance from the bottom of the section to the neutral axis is d=8.90 in., and the moment of inertia of the cross-sectional area about the neutral axis is l=547 in^4. Determine the maximum shear stress on this cross section. 2 in. 7.30 in. 7.5 in. -1.2 in. NA a 3 in. 3 in. d = 8.90 in. 7.5 in. -1.2 in. 1. Determine the maximum shear stress on this cross section.
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