Embedment depth for cantilevered pole structure
Embedment depth for cantilevered pole structure
(OP)
Are there any procedures or charts for determining the required embedment depth for a pole structure with lateral loads?
I need to design a wood utility pole to support a dish antenna 18' above grade in a high wind zone.
I need to design a wood utility pole to support a dish antenna 18' above grade in a high wind zone.






RE: Embedment depth for cantilevered pole structure
RE: Embedment depth for cantilevered pole structure
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RE: Embedment depth for cantilevered pole structure