AISC Connection (AISC Design Guide-01 and AISC 358)

[kojungmo]

Dear Sir or Maddam,

I've seen the post regarding the steel connection of AISC in 2020, but AUTODESK's replied that IDEA Statica can be used for the connection design.

However, in Robot, there's an design method from AISC 341(seismic detailing) but without connection design, it is not yet fully supported.

In AISC 341, they want to make the steel structure not only member itself but the connection as well. For instance, Connection should have its strength more than the overstrength factored seismic load or expected strength of member. 

Euro Code is already implemented, so why does not AISC code is used for connection design?

Do you AUTODESK have any plan for the AISC code update?

I appreciate your reply in advance

Jungmo Ko