Question: For Problems 1 8 . 1 9 through 1 8 . 3 0 , unless otherwise noted, yield stress of the steel is 5 0

For Problems 18.19 through 18.30, unless otherwise noted, yield stress of the steel is 50ksi (345 MPa)(ASTM A992).
18.19 Calculate the allowable axial compressive load for a W1490 structural steel column having an unbraced length of 16ft. The ends are pin-connected.
For Problems 1 8 . 1 9 through 1 8 . 3 0 , unless

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