Question: ( 3 0 - points ) Select the lightest W 1 0 ( A 9 9 2 steel ) compression member to support unfactored design

(30-points) Select the lightest W10(A992 steel) compression member to support unfactored
design loads PD=180-kips and PL=205-kips placed with a 4-inch eccentricity with respect to the
x-axis. The member is 14-ft long and is laterally supported only at its supports. Assume Cb=1.0,
Kx=Ky=1(pinned connection for both ends). Ignore the second-order effect in this design.
( 3 0 - points ) Select the lightest W 1 0 ( A 9

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