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  • Users: Hunter B
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  1. Hunter B

    What qualifies "Restrained" for flagpole footings?

    Hello, I am working on a HSS T-Post design that has a 3k lateral point load at the top 10' in the air. Using IBC Table 1806.2 and a lateral bearing pressure of 150psf/ft w/ the 1.33 & 2.0 factors included, I am getting an unconstrained pole size of ~2.75' round x 7' deep. I would like to be...

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