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Question: Calculate the allowable axial compressive load for the column of Problem:

a. if the ends are fixed

b. if they are fixed/pinned

Problem: Calculate the allowable axial compressive load for a W14×90 structural steel column having an unbraced length of 16 ft. The ends are pin-connected unless otherwise noted, yield stress of the steel is 50 ksi (345 MPa) (ASTM A992).

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