Question: Given a W 1 4 x 1 3 2 , A 9 9 2 , 1 5 ft column in a braced frame with a

Given a W14x132, A992,15 ft column in a braced frame with a
compressive dead load of 350 kips and live load of 350 kips and maintaining a live to dead load
ratio of 1, determine the maximum live and dead load second-order moments that can be applied
about the strong axis on the upper end when the lower end is pinned by LRFD method.

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