Need a book? Engineering books recommendations...

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

RE: Diaphragm Chords

[Subject Prev][Subject Next][Thread Prev][Thread Next]
The chord, acting as a chord, need not use Em. The chord acting as a drag is different, however.

Mark E. Deardorff, Structural Engineer
Burkett & Wong
San Diego, CA


From: Jake Watson [mailto:jake.watson1(--nospam--at)]
Sent: Monday, October 09, 2006 12:28 PM
To: seaint(--nospam--at)
Subject: Diaphragm Chords

Quick poll, does anyone know of a condition when Em (Omega) forces are required for diaphragm chords?  As I mentioned before, I am studying for the SE II exam.  A sample problem from NCEES did just that with a plywood diaphragm and masonry shearwalls.  I can't find a provision that even hints this is required.  I know about struts / collectors, but have never seen a chord checked with this combination.

Jake Watson, P.E.
Salt Lake City, UT