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  1. DonTee

    I am checking masonry wall bracing

    I agree and appreciate your input.
  2. DonTee

    I am checking masonry wall bracing

    My concern is that the footing has to physically rotate in order for the soil to pick up the load and I am always nervous about the P delta increase as this rotation occurs. I have adopted your suggested method in the past and understand it. Indeed, many times the actual soil pressures are...
  3. DonTee

    I am checking masonry wall bracing

    I am checking masonry wall bracing through internal bracing and overturning calculations. Foundation overturning is usually the governing failure. My method has been to keep the resultant load in the kern using the .6D+w service load combo. This turns out to be the worst case for most...

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