W14 column, with W24s beam framing into N & S, and W21s framing in E & W. The connections are for shear only, as lateral system is separate from this column. I am going to have the steel contractor design the connections but I want to graphically depict what the type of connection I should ask for. Would double angle shear connection work on all for sides? Or should be plate connection on at least 2 sides and double angle on other two sides.
I am not sure.
I am not sure.