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  1. Berni

    Table 18-I-A? UBC Lateral Beraing Pressure "Note 3"

    I am designing a embedment concrete steel column post, the soil project report give me a 4oo lbs/sq/foot lateral bearing pressure. The code allows increase this value by one additional foot of depth(Note 3), but for poles used to support buildings only twice? I am not sure about this note...

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