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  1. Sen00

    Allowable pole tip deflection for single Pole Wood Structures

    "Wood pole would rupture at 10% deflection, so it's a stress limit." I have never heard this before, Do you have any studies or documentation you could point me to where this is proven ?
  2. Sen00

    Allowable pole tip deflection for single Pole Wood Structures

    Hi All, Just wondering what your experience is with wood pole tip deflection limits. Do you use a limiting value on your tangent structures for a new design ?

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