? The beam-column in Figure 1 ted to the axial load and end moments shown (the end shears are not shown). A second-order analysis was performed with factored loads and reduced member stiffnesses to obtain the moments and axial force. Bending is about the strong axis. Use LRFD and select the lightest W10 shape of A992 steel. is part of a braced frame and is subjec- 400 k 182 ft-k 12' Free-form Sn 140 ft-k 400 k

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