The figure shows the cross section of a circular steel tube that is filled with concrete and topped with a rigid cap. Calculate the stresses in the steel and in the concrete caused by the 200-kip axial load. Use Es = 29 x 106 psi and Ec = 3.5 x 106 psi. 200 kips Steel Concrete 6.5 in. .6 fm.

Mechanics of Materials (MindTap Course List)
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ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
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Chapter1: Tension, Compression, And Shear
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The figure shows the cross section of a circular steel tube that is filled with concrete and
topped with a rigid cap. Calculate the stresses in the steel and in the concrete caused
by the 200-kip axial load. Use Es = 29 x 106 psi and Ec = 3.5 x 106 psi.
200 kips
Steel
Concrete-
6.5 in.
.6 in..
Transcribed Image Text:The figure shows the cross section of a circular steel tube that is filled with concrete and topped with a rigid cap. Calculate the stresses in the steel and in the concrete caused by the 200-kip axial load. Use Es = 29 x 106 psi and Ec = 3.5 x 106 psi. 200 kips Steel Concrete- 6.5 in. .6 in..
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