AISC equation J10-2 and J10-4
AISC equation J10-2 and J10-4
(OP)
I am trying to design a moment connection and I am going through equations of the AISC 13th edition chapter J10. I have already figured out that there is no way around web doublers for this particular connection. In this instance I am thinking I am going to use a ¾” doubler, I am wondering if I can add the doubler thickness to the equations that require tw (J10-2, J10-4)? This will help with the need for continuity plates and could possibly simplify the connection.






RE: AISC equation J10-2 and J10-4
As an aside the design guide also gives some general ideas on the economy of the stiffening a column versus using a heavier column with no reinforcing. The latter can be more economical in many situations.