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It happens again...B is the lost old man not getting a reference. Mick is too clever for me :D.

Orrrr...just use big as hell rigging and hope for the best :D. Usually works :|:. :P

You need a number for line tension to suspend the load, which depends on the weight and the angle of the line. After you have that you need the angle at each end point and you can calculate the component vectors from the known resultant vector.