Determine the normal force, shear force and bending moment diagrams for the frame. Part AC is subjected to a distributed load which varies linearly in intensity (from zero at support C to 4 kN/m at support A acting horizontally to the right).
Part CD is subjected to a uniformly distributed load (UDL) of 8 kN/m acting vertically downward and part BC is subjected to a point load of 6 kN at B. There is a pin at D