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Recent content by Sen00
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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 ?- Sen00
- Post #4
- Forum: Constructed items general discussion
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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 ?- Sen00
- Thread
- Replies: 8
- Forum: Constructed items general discussion
