GSVette
Gold Member
I considered the permacolumns on my new 40x60x40 pole building but decided against the mostly due to the additional cost relative to treated posts-our ground conditions just didn’t justify the increased cost.
Additionally they really aren’t quite as capable as a column set in cement when you consider that the lateral loading s transferred through bolt bearing in timber versus transferring in shear in the timber-significant difference in capability-additionally the joint itself is more flexible.
Additionally they really aren’t quite as capable as a column set in cement when you consider that the lateral loading s transferred through bolt bearing in timber versus transferring in shear in the timber-significant difference in capability-additionally the joint itself is more flexible.