The beam column shown in the figure is a W12 x 106 of A992 Steel (F,= 345 MPa and Fu= 450 MPa) and is part of a braced frame. The end moments are service load moments, and bending is about the strong axis. The end moments and axial load are 50% dead load and 50% live load. Kx=Ky= 1.0. Use LRFD

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Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.