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  1. Deflected

    Same Engineer Checking and Stamping a Calculation

    Would you say that it is up to the company's policy to determine the QC requirements or is there a standard to follow (that may vary state to state)?
  2. Deflected

    Same Engineer Checking and Stamping a Calculation

    Very true IR and Ron. Thanks for the advice.
  3. Deflected

    Same Engineer Checking and Stamping a Calculation

    I was told that if you are checking then that means you did not have input. If you don't have input, then it is not responsible charge...
  4. Deflected

    Same Engineer Checking and Stamping a Calculation

    Is it wrong for an engineer to be the designated checker of a calculation and stamp the calculation with his seal? Scenario: EIT prepares calculation based on design that was directed by the PE. The PE checks the EIT's calculation. The PE then stamps the calculation. Thanks for the input.
  5. Deflected

    Dynamic Load on Foundation from Screen

    Thanks guys, Upon further review I think I am actually going to go with Micro Piles. I have some existing footing interferences and space limitations.
  6. Deflected

    Dynamic Load on Foundation from Screen

    I am adding a new wood chip screen, and need to design the concrete foundation. I have been given the following from the screen vendor. These loads are typical 4 places. Fvstatic = 25k Fhstatic = 5k Fhdynamic = 1k I would like to do spread footings. How do I treat the dynamic load? I know I...

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