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  1. strlengr7

    Plate section modulus

    I have a 4x8 plate that will span 4 feet across two beams. Then a load will be applied to the mid span. When calculating the section modulus to determine Mn=FyZ, how would you determine what b should be used in Z=bd^2/4?
  2. strlengr7

    Frost depth for turndown slab

    I have virtually an unheated metal shack. It will sit on a slab on grade with a turndown. Is is necessary for the turndown to bear below the frost depth? In my mind, only unheated bearing foundations should be below the frost depth. Even though the shack will put load on the turndown, the...
  3. strlengr7

    Combined plate and grating design

    If you have steel grating spanning to two beams (simple span). You then add a steel plate on top also spanning to the two beams. If you already know from the grating manufacture how much concentrated load the grating can take. How would be the best way to analyize the two combined materials...
  4. strlengr7

    spread footing design with moment

    Can anyone tell me where i can find a design procedure for a basic spread footing with both a vertical load and a moment.

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