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  1. J

    Welded connection under loads in 3 directions

    I am fairly new to connection design and I am designing an end plate connection subject to shear (in both directions) and axial loads - it is the connection between a column sitting on top of a beam flange. For the weld between the end plate and the supported member along the web of the column...
  2. J

    Type of connection checks

    Hi all, I have a column attaching between two short cantilevered beams and it has been modelled with pinned end connections. Therefore, the connections are only subject to axial and shear loads. When performing detailing checks on this connection, would you recommend following the design...
  3. J

    Modelling shear wall and steel columns

    Hi everyone, First time poster but long time follower. I'm trying to model shear walls in ETABS to be the SFRS in one direction of my building (located at the perimeter) while steel moment frames are the SFRS in the other direction. The building is only one bay wide in the direction of the...

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