Question: Problem # 3 ( 1 2 point ) design column CD of the unbraced frame of the figure below. Consider only bending in the plane

Problem #

3 (12

point

)

design column CD of the unbraced frame of the figure below. Consider only bending in the plane of the frame. The assumed member sizes shown in the figure are used for the analyses given in the problem.

f y = 60, 000

psi and

f c^{'} = 4000

psi.

Consider the loading case

1.2 D + L + W .

Analysis results are shown in Figure below:

Problem # 3 ( 1 2 point ) design column CD of the

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