A steel [E = 59500 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 = 15000 ksi) pipe (2) with a cross-sectional area of A2 = 4.40 in.?. The assembly is connected to rigid supports at A and C. For the loading shown, determine the normal force in the steel pipe (1). 30 kips B 30 kips 120 in. 144 in.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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A steel [E = 59500 ksi] pipe column (1) with a cross-sectional area of A1 = 5.60 in.? is connected at flange B to an aluminum alloy [E =
15000 ksi] pipe (2) with a cross-sectional area of A2 = 4.40 in.?. The assembly is connected to rigid supports at A and C. For the
loading shown, determine the normal force in the steel pipe (1).
30 kips
(1)
B
30 kips
120 in.
144 in.
51.5 kips
O 71.4 kips
O 66.2 kips
O 55.7 kips
O 61.6 kips
Transcribed Image Text:A steel [E = 59500 ksi] pipe column (1) with a cross-sectional area of A1 = 5.60 in.? is connected at flange B to an aluminum alloy [E = 15000 ksi] pipe (2) with a cross-sectional area of A2 = 4.40 in.?. The assembly is connected to rigid supports at A and C. For the loading shown, determine the normal force in the steel pipe (1). 30 kips (1) B 30 kips 120 in. 144 in. 51.5 kips O 71.4 kips O 66.2 kips O 55.7 kips O 61.6 kips
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