Return to index: [Subject] [Thread] [Date] [Author]

1997 UBC Simplified Design

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I recently attended the SEAOC Seismic Design Manual (Vol. 1) seminar that
was held on June 12. During the presentation of determining the simplified
design base shear per example 20 in the Seismic Design Manual, I believe
that the speaker mentioned that a rigidity analysis would not be required
as the loading is conservative using this method. Is this correct?