Moment Connections End Plate
Moment Connections End Plate
(OP)
In parentheses after the title, is (Static Loading Only). This is in AISC 9th edition. Is there a recommended procedure for dynamic loads and fatigue loading or should I stay away from end plates for this application?






RE: Moment Connections End Plate
RE: Moment Connections End Plate
The re-release of the AISC DG4 has info on seismic applications. The other EP DG, DG16 doesn't, to my knowledge.
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