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  1. aweb11

    Resultant (residual) stresses in a steel beam

    just partial yielding of a cross section
  2. aweb11

    Resultant (residual) stresses in a steel beam

    I was wondering if someone could help me determine the resultant stresses in a steel beam after it has been loaded past yield and then released.
  3. aweb11

    Wide Beam Connections

    Yes it is PT concrete Garage.
  4. aweb11

    Wide Beam Connections

    What type of things I need to consider to frame a 4' wide beam into a 2'square column? Also where would I look to find information on this type of connection?

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