The assembly shown in figure below consists of a light rigid bar AB, pinned at O, that is attached to the steel and aluminum rods. In the position shown, bar AB is horizontal and there is a gap, A = 5 mm, between the lower end of the steel rod and its pin support at C. Compute the stress in the aluminum rod when the lower end of the steel rod is touch to its support. A -0.75 m Steel A = 250 mm E = 200 GPa *i* O 1.5 m Aluminum L = 2m A = 300 mm² E = 70 GPa B D

Structural Analysis
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Chapter2: Loads On Structures
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The assembly shown in figure below consists of a light rigid bar AB, pinned at O,
that is attached to the steel and aluminum rods. In the position shown, bar AB is
horizontal and there is a gap, A = 5 mm, between the lower end of the steel rod and
its pin support at C. Compute the stress in the aluminum rod when the lower end
of the steel rod is touch to its support.
A
0.75 m
Steel
A = 250 mm
E = 200 GPa
*i*
O
1.5 m
Aluminum
L = 2m
A = 300 mm'
E = 70 GPa
B
D
Transcribed Image Text:The assembly shown in figure below consists of a light rigid bar AB, pinned at O, that is attached to the steel and aluminum rods. In the position shown, bar AB is horizontal and there is a gap, A = 5 mm, between the lower end of the steel rod and its pin support at C. Compute the stress in the aluminum rod when the lower end of the steel rod is touch to its support. A 0.75 m Steel A = 250 mm E = 200 GPa *i* O 1.5 m Aluminum L = 2m A = 300 mm' E = 70 GPa B D
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