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  • Users: ccvegas
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  1. ccvegas

    Verifying an existing footing

    I have been asked to extend an existing 6' opening in a CMU wall to 12' width. The problem is there are NO drawings of any kind for the building. It is a 15 story block and plank construction hotel that is 36 years old. Verifying the CMU strength and reinforcing is relatively straight forward...
  2. ccvegas

    Deflection due to splice slippage

    Deflection is related to curvature right? I need to calculate the deflection of a plated wood roof truss if the bottom chord splice slipped 1/8". Any ideas?

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