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  • Users: TrevorEIT
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  1. TrevorEIT

    Rock Wall

    Any idea how to approach the analysis of a 100 year old stone and mortar bearing wall? The wall is approximately 15" thick and roughly 4'-0" high and needs to support a 23 kip column load (total load with live load reduction taken) spaced every 7'-6". Any ideas would be really appreciated. Thanks,
  2. TrevorEIT

    Frost depth

    Does anyone know the required foundation bearing depth in Augusta, Georgia?
  3. TrevorEIT

    Simplified Wind, C & C

    How do you address the issue of wind uplift at a roof overhang using this method? Simplified MWFRS has roof overhang uplift loads but not C&C.

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