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Guest
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am I learning something?Is that because of the angle of each coil in the "more coils per length" being further from "vertical" than each coil in fewer coils per length ?
ie: a vertical force applied to a horizontal rod being easier to bend than applying the same vertical force to a rod at 45 degrees .... Applying vertical force to a vertical rod is the stiffest of all, being a column ...?
More coils per unit length is a longer spring - longer piece of rod = softer. The structure we're considering begins so far out of column that I don't think it's worth that consideration. It's really a coiled up torsion bar. That's why I don't consider the close wound end to be 'softer'; it's going to deflect at the same rate per wind because it doesn't know how closely it's wound until it binds.
I'm in agreement with Rich; cut the close coils. And it's 'rock it science'.