Is this analysis wrong?
http://wiki.contesting.com/index.php/Guyed_tower_study
If so, where?
It's a 45g analysis. I would think that means 25g sees more deflection
at the top.
I didn't understand people talking about 1" deflections.
What are the typical worse case deflections 100' 25g towers see in bad
conditions? (at the top say, given whatever guy conditions you like?)
I guess the analysis above doesn't address dynamic oscillations or
torsion issues.
Assuming you don't have enough damping, it would seem flexing is good
(so stress isn't transmitted to the base?)
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