• there is a bug in calculating CV for beam at MEP Knee Connection

    Hi, during reviewing the equations used to calculate the cv in the panel web shear for the beam in the connection type (MEP Knee Horizontal) I find the following: if the cv will be calculated based on the G2-4 equation in AISC 360 then the root…

  • MEP Knee Connection

    How to add 2 coloumn of bolt in MEP Knee Connection?
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