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  1. ScottD13

    Allowable Bending Stresses for A325 Bolts

    I'm not sure that I can envision an application where the bolts are actually in bending (as designed, but I would think that the way to approach the problem would be to apply the interaction formulas given in Table J3.3, per Section J.3.5 (pg 5-72 of the "Green Book"). Scott ~(:-)
  2. ScottD13

    type 3 semi-rigid moment connections

    The size/dimensions of the structure are imaterial. What is important is the ability of the plates to elongate, thus permitting rotation of the joint (the amount of rotation of course is a function of the length of the beam). That said, how critical is the unwelded length of the plate...

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