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NE | Zman,
First question I would have to ask is how did you build the end section ( braces)? Are the double braced or single, did you run the brace at a angle or horizonal, and most importantly how didyou run the brace wires ? Most important part of the fence in ANY fence is the end sections and corners...if that isn't done right the whole fence isn't done right .
Just pushing the heaved out posts back down won't solve your real problem...theres a reason they heaved to begin with ....that is what has to be fixed. I build 12 wire 60" high feedlot fences with 250# tension per wire and if built correctly the end sections will and do hold...so the theory of too much pressure with Hi tensile is the problem is BS. The problem lies on how it was built .
Fenceman | |
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Corner post heaving out of ground
