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RE: Deflection

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I’ve typically seen people use H/400 for code-level (50-yr) wind or H/500 for 10-yr wind.  These end up being pretty close to the same.  AISC Design Guide 3 has some guidance.

 

-- Joel Adair

    SHW Group

    Dallas, TX

 

From: Doug Mayer [mailto:doug.mayer(--nospam--at)taylorteter.com]
Sent: Wednesday, November 04, 2009 2:15 PM
To: seaint(--nospam--at)seaint.org
Subject: Deflection

 

When wind governs in your lateral system design, what is the building drift limitation?  There doesn’t seem to be any specified building drift limitation for wind loads (that I can find) in the code.  What do you wind country folks do?

 

Thanks,

 

Doug Mayer, SE

 

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