Determine the moment at B and draw the moment diagram for each member of the frame. Assume the supports at A and C are fixed and B is a fixed joint. The frame is is an upside down L shape where it goes up 6 meters and to the right 5 meters. The vertical component is member AB and the horizontal component is member BC. So, B is the corner of the L. On member BC there is a uniform distributed load of 10 kN/m. This has to be solved using the Slope Deflection Method for Frames.