A 1.5" high by 2" wide rectangular bar is attached to a channel section by 3/8" diameter mach screws on 6" centers, as shown in the diagram below. The moment of inertia of the entire cros section about the horizontal neutral axis is I = 11.20 in.4 If the section transmits a vertical sh of 4 kips, determine: a) the shearing stress in the machine screws, b) the shearing stress at point A, and c) the maximum shearing stress in the cross section. 1/2"

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A 1.5" high by 2" wide rectangular bar is attached to a channel section by 3/8" diameter machine
screws on 6” centers, as shown in the diagram below. The moment of inertia of the entire cross
section about the horizontal neutral axis is I = 11.20 in.4 If the section transmits a vertical shear
of 4 kips, determine:
a) the shearing stress in the machine screws,
b) the shearing stress at point A, and
c) the maximum shearing stress in the cross section.
11/2" x 2"
1/2"-
7"
1/2"
Transcribed Image Text:A 1.5" high by 2" wide rectangular bar is attached to a channel section by 3/8" diameter machine screws on 6” centers, as shown in the diagram below. The moment of inertia of the entire cross section about the horizontal neutral axis is I = 11.20 in.4 If the section transmits a vertical shear of 4 kips, determine: a) the shearing stress in the machine screws, b) the shearing stress at point A, and c) the maximum shearing stress in the cross section. 11/2" x 2" 1/2"- 7" 1/2"
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