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  1. harlemshake

    Connection Design - Multiple members framing in a single joint

    I don't actually see all the load combinations. I work in a delegated connection design firm. We are only given max envelope loads by the EOR.
  2. harlemshake

    Connection Design - Multiple members framing in a single joint

    For example, moment connections framing to the column web and flange at the same joint. Let's say the column flange connection requires stiffeners, do we really need to design the stiffeners and its welds for the max loads for both the moment connections? In the past, I assumed only the maximum...

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