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  1. tonybridges

    ASCE VS IBCC for design lateral earth pressure

    Hello I am currently studying for the PE and I am confused on what value to use for the design lateral earth pressure The 7-10 says in Table 3.2-1 that for well grade soils the design load is 35 psf While the IBC says on 1610.1 to use 30 for active and 60 for at rest The difference is greater...

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