1. A W14x68 column has an effective length for y-axis buckling equal to 24 ft. Determine the effective length for the x-axis that will provide the same theoretical buckling strength.
2. A W14x 109, A992 column has an effective length of 36 ft about both axes. Determine the available compressive strength for the column. Determine the (a) design strength by LRFD and (b) allowable strength by ASD. Is this an elastic or condition?
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