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  • Users: LL805
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  1. LL805

    Redundancy Factor and Soil Bearing Pressures under SLRS

    As a designer, I have always applied rho =1.3 (redundancy factor) when required for the building per ASCE 7-10 12.3.4 to the SLRS foundation design. The foundation design would include both the SLRS foundation itself as well as the soil bearing pressure check. ASCE7-10 12.3.4.1 does not...
  2. LL805

    Redudancy Factor and SLRS foundations

    As a designer, I have always applied rho =1.3 (redundancy factor) when required for the building per ASCE 7-10 12.3.4 to the SLRS foundation design. The foundation design would include both the SLRS foundation itself as well as the soil bearing pressure check. ASCE7-10 12.3.4.1 does not...

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