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  • Users: vStevev
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  1. vStevev

    Pretensioning Different Grades of Bolts

    Hi There, I'm wondering if anyone knows how to relate the turn-of-nut method for pretensioning bolts, to weaker and stronger grades than the standard A325. If a bolt has a dramatically lower, or higher yield stress than typical - shouldn't the rotation beyond snug tight be modified to attain...
  2. vStevev

    Web Access Holes Required for Low Moment, Statically Loaded Connections

    Hi All, Does anyone have any advice on whether web access holes are mandatory in situations where CJP and fatigue analysis are not required? The issue I'm having, is that our beam coping machine is unable to cut-out the web underneath the flange. So the detail ends up looking like this: My...

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