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Recent content by nmason78

  1. nmason78

    AISC Shapes 8B10

    ACE58 - Thank You very much. I assume the 8x4B with a linear weight of 10plf would be the 8B10 I am looking for. This also seems to be very similar to a W8x10.
  2. nmason78

    AISC Shapes 8B10

    Does anyone now the section properties for a 8B10? I am trying to verify an existing structure for new loading conditions. The design drawings show members 8B10. I was told this could be a previous label for W8x10. Is this true? I have also looked at AISC's Shapes database. I found several...
  3. nmason78

    Residual Stress in Structural Steel Design

    BAretired: The only information I have at this point is a pdf from Sketch Up. It looks like the plates will rotate 360 degrees over the 16' height.
  4. nmason78

    Residual Stress in Structural Steel Design

    I am designing a steel plate "flag pole" structure. The plate is 2.5"x14" fixed at the base and is 16' tall. The plate will be twisted along its length to create a cork screw shape. The twisting of this plate will induce residual stresses into the plate. Should I consider these residual...
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