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  • Users: noengr
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  1. noengr

    Cantilever Beams Walded to Flange of W Section

    The length of an end beam (girder) is 42' and has 10 cantilevered HS members framing into it the web. The questions are: 1. Should the loads from the HS members be treated as point loads, moments on the flange or both? 2. Should the girder be designed for compression, flexure or shear? Thanks...
  2. noengr

    Tapered HSS Members

    Does anyone have experience with design using tapered HSS? If so, what manufacturer makes these members.

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