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  1. JSPenney

    Presumptive bearing pressure wording....a survey.

    I generally specify on the drawing (for these small projects): Allowable bearing capacity min. 1500 psf to be confirmed by a geotechnical engineer. There's a few geotechnical engineers here that do a visual inspection in an open trench during construction for a low cost.
  2. JSPenney

    Plywood box beam

    @MIStructE Why don't you use a simple multiple ply LVL beam? I personally don't trust a residential contractor to use the correct size of screws and spacing.
  3. JSPenney

    Engineering Consultant in Quebec, Canada

    Hi, I work for a firm called SBSA based in Montreal, feel free to reach out if interested.

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