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Cofar Metal Deck

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I have a seismic retro job with 3”+ NWC over 1-5/16” 24 ga.cofar decking.  The diaphragm shear is about 2,000 plf.  The three-story building was constructed in 1958.  Any ideas what an allowable shear value would be for the system?

 

Thanks for your help.

 

Brad Friederichs

VE Solutions, Inc.

brad(--nospam--at)vesolutions.net