As Ryan and I have touched on, Riblet used a design wherein the weight of the towerhead was kept light so that the tower could lean more and place the load directly on the foundation. The load, in this case, offsets the weight of the tower. Hall, Thiokol, CTEC and Yan depended on the weight of the tower to offset tle direction of the load, however, and placed more sheaves on the cap than Riblet. They put their towers completely vertical no matter the direction of load. Doppelmayr, Poma, and Heron designed their towers somewhere in the middle of this range, with slight tower anles on steeper sections and vertical towers on flatter parts. Doppelmayr in particular used the caternary (sag) of the rope to contain it on the tower.
I hope this attached sketch sheds a little more light on this. The solid lines represent the stronger force; the dashed lines the weaker (relatively speaking).
Attached File(s)
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tower_loading.JPG (29.64K)
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