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.

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.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter3: Torsion

Section: Chapter Questions

Problem 3.4.17P: .17 A mountain-bike rider going uphill applies torque T = Fd(F = l5lb, d = 4 in.) to the end of the...

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