determine the normal force in the steel pipe (1).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A steel [E = 25500 ksi] pipe column (1) with a cross-sectional area of A1 = 5.60 in.2 is connected at flange B to an aluminum alloy [E = 17500 ksi] pipe (2) with a cross-sectional area of A2 = 4.40 in.2. The assembly is connected to rigid supports at A and C. For the loading shown, determine the normal force in the steel pipe (1).
![A steel [E = 25500 ksi] pipe column (1) with a cross-sectional area of A1 = 5.60 in.2 is connected at flange B to an aluminum alloy [E = 17500 ksi]
pipe (2) with a cross-sectional area of A2 = 4.40 in.2. The assembly is connected to rigid supports at A and C. For the loading shown, determine
the normal force in the steel pipe (1).
(A) 57.7 kips
B
30.2 kips
C) 44.4 kips
(D) 41.4 kips
A
(1)
120 in.
B
30 kips
30 kips
144 in.
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Transcribed Image Text:A steel [E = 25500 ksi] pipe column (1) with a cross-sectional area of A1 = 5.60 in.2 is connected at flange B to an aluminum alloy [E = 17500 ksi]
pipe (2) with a cross-sectional area of A2 = 4.40 in.2. The assembly is connected to rigid supports at A and C. For the loading shown, determine
the normal force in the steel pipe (1).
(A) 57.7 kips
B
30.2 kips
C) 44.4 kips
(D) 41.4 kips
A
(1)
120 in.
B
30 kips
30 kips
144 in.
...
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