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Recent content by puy

  1. puy

    CJP Splice #2

    In thread507-224841 nutte & civilperson indicated that a beam moment connection where flanges of the beam are welded using a CJP should have the same capacity as the original section. However, in order to install the CJP a small section of the web is removed to provide the "rat holes". These...
  2. puy

    ASCE7-10 Parapet Wind Load

    Also remember that for C&C: Chapter 26 - WIND LOADS: GENERAL REQUIREMENTS For cladding fasteners, the effective wind area shall not be greater than the area that is tributary to an individual fastener. FT
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