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  • Users: BWally
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  1. BWally

    Uplift + Moment at Bolted Base Plate

    I'm analyzing the bolted connection at the base of a drilling mast. It's a symmetrical 4-bolt connection. There is tension (uplift) and a moment. There's also shear, but it doesn't significantly influence the allowable interaction equation. This is not the typical steel base plate bolted to...
  2. BWally

    Square Tube Column to H-Beam Connection

    I have a “square tube column to H-beam” connection that consists of an H-beam resting on top of a square tube column. The beam ends at the column. There will be a base plate welded to the top of the tube and bolted to the bottom flange of the beam. There are no beam moments or beam axial...
  3. BWally

    Beams braced with a welded flat steel plate

    I have a pair of parallel beams that I'd like to brace with a flat steel plate (of at least 3/16" thickness) spanning between them. This plate would be continuously welded to the top flanges of the beams, and also to any cross-beams that might exist. This plate would also have angles welded...

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