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  1. peteotoole

    Lost on Underpinning Design

    I am working on my senior design and I have run into a problem in finding relevant information for a design of an underpinning. Attached are the photos of the underpinning design but I am having problems with relevant codes and specifications. First the structure under consideration is small...
  2. peteotoole

    AISC B3.3

    AISC B3.3 doesn't allow you to reduce moments "produced by loading on cantilevers, for design using partially restrained (PR) moment connections, or for design by inelastic analysis...and then further on in the commentary [/indent]"This adjustment is appropriate only for cases where the...
  3. peteotoole

    Partially Restrained (PR) Moment Connections

    AISC B3.3 doesn't allow you to reduce moments "produced by loading on cantilevers, for design using partially restrained (PR) moment connections, or for design by inelastic analysis...and then further on in the commentary [/indent]"This adjustment is appropriate only for cases where the...
  4. peteotoole

    Partially Restrained (PR) Moment Connections

    According to the Steel Manual in B3.3 moment redistribution is not allowed for a sections that have partially restrained moment connections. I just grabbed a picture on google but for the image would a beam fixed at one end and simply supported on the other be an example of a partially...
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