2.44 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 Eg = 29 x 106 psi and Ego = 3.5 x 106 psi. |200 kips Steel 6,5 in. Concrete 6 in. FIG. P2.44

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2.44 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 Eg = 29 × 106 psi and
Ego = 3.5 x 106 psi.
| 200 kips
Steel
6,5 in.
Concrete
6 in
FIG. P2.44
Transcribed Image Text:2.44 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 Eg = 29 × 106 psi and Ego = 3.5 x 106 psi. | 200 kips Steel 6,5 in. Concrete 6 in FIG. P2.44
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