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
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