The frame shown in the accompanying figure is against sides way about the x-x axis. Determine for column AB. Support conditions in the direction perpendicular to the frame are such that Determine if the W14 109 column for member AB is capable of resisting a dead load of 250 k and a live load of 500 k.A992 steel is used.
Use the Effective Length Method, assume elastic behavior, and use both the LRFD and ASD methods. The columns are assumed to have no bending moments.
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