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  • RC Pier - Strength II Load Factors

    Why does the default load combination for Strength II have beta factors set to zero for LL+IM, CE, and BR? Shouldn't they be set to 1.35 per AASHTO 3.4.1-1?

  • Load Factor applied to self weight

    In RC Pier, is it possible to apply a load factor to the self weight of concrete (for cap self weight in particular)?
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