Add a steel bearing plate to the bottom of the column described in Problem to allow an axial compressive load at least 10.0 times as much as that determined for the column without a plate.
Problem:
A column is made from a standard 4-inch schedule 40 steel pipe. Compute the maximum axial compressive load it can take and not exceed the allowable bearing stress on a concrete floor. The concrete has a rated strength of 4000 psi.
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