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(Text 6.8-6) The member shown in Figure P6.8-6 is part of a braced frame.


(Text 6.8-6) The member shown in Figure P6.8-6 is part of a braced frame. The axial load and end moments are based on service loads composed of equal parts dead load and live load. The frame analysis was performed consistent with the effective length method, so the flexural rigidity, El, was unreduced. Select a W shape of A992 steel. 


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