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  • Users: Bill002
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  1. Bill002

    Forces Acting on a Pipe

    Hello, I have come by a problem that seems simple enough but has me stumped. Please see attached image since it is easier to understand. I am trying to use a 8" DIA Steel pipe as a transition point. I have rebar in a U shaped fashion wrapping the pipe in either direction and evenly distributing...
  2. Bill002

    Shallow Foundation for a Concrete Column

    Hello, I am designing a shallow concrete foundation for a 2ft x 2ft column. I have a concern because my moment (450 ft*k) is considerably greater than the axial load (70 ft*k). This is creating a large eccentricity at the base (e=450/70 = 6.4ft). To make this work on a shallow foundation I...

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