A frame is subject to a horizontal point load $ql$ applied in the middle of member BD and a uniformly distributed load $q$ applied on element AB $.$ For each of the members, $EA=.$ Use method of slope deflection method.

$(1)$ Draw the shear force diagram $($SFD$)$ with the sign label $($positive shear is along clockwise direction$).$

$(2)$ Draw the bending moment diagram $($BMD$).$ Note that bending moment should be drawn on the tension side. Please show detail steps $.$Thank You so Much