Special Moment Frame and moment connection in weak direction
Special Moment Frame and moment connection in weak direction
(OP)
Hello everyone,
I got comment from building department that I can not have Special moment frame for seismic load resistance in strong direction of column (with prequalified connection per FEMA 350) and regular moment connection for cantilever or for torsion restrain in weak direction of column (not for seismic load).
Do you have any information that may support moment connection in weak direction?
Thanks.
I got comment from building department that I can not have Special moment frame for seismic load resistance in strong direction of column (with prequalified connection per FEMA 350) and regular moment connection for cantilever or for torsion restrain in weak direction of column (not for seismic load).
Do you have any information that may support moment connection in weak direction?
Thanks.






RE: Special Moment Frame and moment connection in weak direction
RE: Special Moment Frame and moment connection in weak direction