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Question 35.8: Design a concrete caisson with a W-section (steel) at the co...

Design a concrete caisson with a W-section (steel) at the core to carry a load of 1,000 tons. Assume the skin friction to be 150 psi and the end bearing to be 200 psi. See Fig. 35.13. The following parameters are given. The ultimate steel compressive strength is 36,000 psi, and the ultimate concrete compressive strength is 3,000 psi.

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