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I need some guidence on the issue
2

I need some guidence on the issue

I need some guidence on the issue

(OP)
I want to know that in the foundation design of Pole structure, how compressive loads & tensile loads are resisted. I had seen most of the design are showing 1/10 of Pole height+ 2 ft as Embedded length of pole. In my opinion that is not true. Is there any proven theory is availble?

RE: I need some guidence on the issue

2
MrgueshPatel - Go to my web site (link below), download "Pole Building Design - Patterson" and see if that helps.

www.SlideRuleEra.net

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