TheTreeSpyder:
Well, i guess where even Glens; i don't know where ya git the 17#, 77# and 200# values with zero friction, no angle factor in line. Just looking at the 3 positions of Load, Pulley , Anchor; i think the diagrams are equivalent.
By "no angle factor in line" I take it to mean the "pulls" are purely vertical, even though shown differently. The sideways components arise from the offset from center of stem to the point the pulley is anchored. If you didn't intend such, why the distinction between the first two as a group and the third?
To place the 200# pull on a line to a friction free pulley to lift 100# i think you would have to move pretty fast with a hard snatch; for in general with only 100# resistance, you can't pick up 200# on it...
If you place 100# of tension you will not move the load, you will merely counterbalance it. You must exert <i>more</i> or <i>less</i> force to move it. You could make it be only an ounce different and move it slowly or, for a brief moment, double or triple the force (or halve or third it) and get the thing moving rapidly. Certainly you will not be able to indefinitely keep more than the counterbalance force applied; that's not what I suggested.
Why do you think there will be any load on the stationary line when it's anchored on the same immovable object as the redirect? Don't you think that the "load" would rather be either zero or infinite? When it's a 100_lb weight, there is no load on the line until slack is removed and then it will ever be 100_lb (though inertia will effectively add or subtract load momentarily when direction of travel is changed). When the line is affixed to the same member as is supporting the redirect, the assumed "load" is only present whenever the free end is being pulled and immediately goes to zero when pull ceases. Think of the bald kid in the matrix having said, instead of "there is no spoon", "there is no load".
In my answer to your "riddle", the weight of the entire assembly is given as 200_lb, 100_lb, and 100_lb. That is correct as stipulated.
You may crush your "foam" the same amount between the first two, where one has an actual load hanging, and the other has no load, but the first will weigh 100_lb more at the base of the support than will the second because the first is supporting a load at 2:1 and the second has no load to support.
Really, Ken, have a look at my recent post in off-topic, <a href="http://www.arboristsite.com/showthread.php?postid=164333#post164333">29=30</a>.
You need some scales or load cells to see that although you might crush the foam the same as if there were 200_lb of total force, there is in fact only 100_lb of total downward force in your examples which have the one end tied to the redirect support itself. There is no equal and opposite weight present.
Glen