russ_watters said:
Edit; Sorry, I do see now that this is a complete answer. Ok, yes, I agree. Now what?
You ask me to prove math..here you are..
First, there is now need for any calculation for this easy case where line and mast force is horizontal,it is pure logic that lift force must be under sailor feet for both case for two reason.
1) line is horizontal so sailor don't "loose" any weight under his feet and don't produce any internal vertical force at joint
2)external mast force is horizontal so no any internal vertical force at joint
case 20degrees
1) find tension in rope T
calculate from moment at feet Mfeet=0
100kgxcos20 -Txcos70=0
T=274.4kg
2)calculate mast force
Mjoint=0
-Fx2m + 274.4kg x0.342m=0
F=46.9kg...469N
3)find Lift position and magnitude
magnitude is same as sailor weight...100kg=1000N clear as glass
Mjoint=0
-46,9kgx2m +100kgx1,9396m -100kg x X= 0
X=1m ...1meter right from joint is sailor feet..
double check with internal forces
Mjoint=0
100kgx1m -100kgx X=0
X=1m
(If line has some downard angle and mast force is horizontal,lift position will be somewhere left from sailor feet...that I can say just from logic,but in this case,I can't say accurate position without calculation..)