I have three joint sets in an area with a mechanically excavated road cut the orientation of the joint sets are 86/301, 84/358, 7/303 and the orientation of the slope is 88/315. (Dip amount / Dip direction)
Angle A in CSMR is the angle between plunge direction of line of intersection formed by discontinuities and slope dip direction. In your case you seem to have a very steep wedge formed by the first 2 sets. If you don't have software for kinematic analysis using stereographic projections then you can do this by hand. Use a Schmidt projection to draw the 2 joint planes and the slope face and find the intersection of the joints. Then draw 2 lines from the centre of the projection. One along the dip direction of the slope and one to the intersection point. Then measure the angle between the two lines.