Allowable pole tip deflection for single Pole Wood Structures
Allowable pole tip deflection for single Pole Wood Structures
(OP)
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 ?
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 ?
RE: Allowable pole tip deflection for single Pole Wood Structures
_____________________________________
I have been called "A storehouse of worthless information" many times.
RE: Allowable pole tip deflection for single Pole Wood Structures
RE: Allowable pole tip deflection for single Pole Wood Structures
I have never heard this before, Do you have any studies or documentation you could point me to where this is proven ?
RE: Allowable pole tip deflection for single Pole Wood Structures
RE: Allowable pole tip deflection for single Pole Wood Structures
_____________________________________
I have been called "A storehouse of worthless information" many times.
RE: Allowable pole tip deflection for single Pole Wood Structures
RE: Allowable pole tip deflection for single Pole Wood Structures
_____________________________________
I have been called "A storehouse of worthless information" many times.
RE: Allowable pole tip deflection for single Pole Wood Structures