There's been a few threads here about compressive, axial load and engineering aspects of perma-columns - thanks for the help and answers there.
I had two problems though that were more mundane:
1. My existing poles are rough-cut 8x8
2. My poles go down 8 feet (we live two miles from the San Andreas fault and our barn poles are 12' OC)
So I am happy to report that Midwest Perma Column, in Illinois, is able to create 7' long perma columns that are 9" on each side.
I think we'll chop most of the poles at 6" above grade, so we'll have 6.5 feet in the ground.
One of our poles which is rotted 3-4 feet up (don't ask) will require a different solution - probably a 10' long section of 8x8 square tube @ 3/8 thickness, but that's just one pole.
Thanks again for the help and advice - I'll try to get some pictures up next week.
I had two problems though that were more mundane:
1. My existing poles are rough-cut 8x8
2. My poles go down 8 feet (we live two miles from the San Andreas fault and our barn poles are 12' OC)
So I am happy to report that Midwest Perma Column, in Illinois, is able to create 7' long perma columns that are 9" on each side.
I think we'll chop most of the poles at 6" above grade, so we'll have 6.5 feet in the ground.
One of our poles which is rotted 3-4 feet up (don't ask) will require a different solution - probably a 10' long section of 8x8 square tube @ 3/8 thickness, but that's just one pole.
Thanks again for the help and advice - I'll try to get some pictures up next week.
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