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  1. DanteQ

    Single Plate Connection Problem

    Nutte, the solution is the one you posted. I had found it out too but had connection problems and coudn't post it. Thanks to those who contributed to this post. Best regards.
  2. DanteQ

    Single Plate Connection Problem

    Hi kslee1000, thanks. I knew how to get that one. My question is how do I obtain the 7.54k.ft? that is, the bending moment capacity of the weld line ?
  3. DanteQ

    Single Plate Connection Problem

    Hi, I am using RAM Connection Standalone. I am designing a Single Plate Connection (Beam to Column Flange) . The beam is a W16x36 and the column a W10 x 33, both ASTM 992 G50. The Ultimate Shear is 39.01K = (1.2*19.44)+(1.6*9.80) The plate is A36, 9" length, 1/4" thick, vert & horiz edge dist...

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