Seismic Design - Response Modification Factor

Document Information

Document Type: FAQ

Product(s): LEAP RCPIER/Substructure

Version(s): All

Original Author: Bentley Technical Support Group - VM

ANSWER:

The Resp. Mod. Factor that needs to be inputted under Auto Load Generate is for the superstructure/Substructure connection .

The Resp. Mod. Factor that needs to be inputted under Analysis TAB / Seismic Design Parameters is for the Substructure (Column/Pier).

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