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  • Users: Saize
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  1. Saize

    Intermittent fillet weld

    Hello, I need your clarification on intermittent fillet weld. Shall we go with stich or intermittent fillet weld for any steels in lesser length i.e, what if 2'-0" long steel have to weld using designation of 1/4 fillet weld with 3" long welds spaced 12" on center.
  2. Saize

    Flat roof truss girder connection to column flange

    I'm doing a steel girder truss with a W -section at the top and bottom chord and double angles making the webs. Top and bottom chord of truss directly connected to the steel column flange at both ends. Span is 80'-0" getting spliced connection. Connection Design specifies to provide L3x3x5/16...

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