A sawn lumber column with a 5.5 x 5.5-in. cross section has an 11-ft effective length. Knowing for the grade of wood used the adjusted allowable stress for compression parallel to the grain is oc=1000 psi and the adjusted modulus E= 540 × 103 psi, determine the maximum allowable centric load for the column. The maximum allowable centric load for the column is Tkips.

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