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Plywood over 3x T&G decking--Rigid or Flexible diaphragm

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Nancy Devine

Structural
Jan 5, 2017
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Would you consider a diaphragm constructed with plywood over 3x T&G decking to be rigid or flexible? Any references would be appreciated! Thanks in advance.

Nancy H. Devine, P.E., S.E.
 
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Assuming a USA project (you might specify which country you are in)....

The IBC has equations for estimating diaphragm stiffnesses and both the IBC and ASCE 7 have definitions of rigid vs. flexible diaphragms that depend on the building size, aspect ratio, etc. - diaphragm deflection vs. shear wall deflections (per MotorCity's comment).

The trick in your case is that you also have a T&G decking under it which certainly adds to the diaphragm stiffness above and beyond the plywood by itself.

There have been posts here on E-T that mentioned new information on T&G decking shear capacities and stiffness - do a search.

You might then have to estimate each and combine into one overall shear stiffness (G') and then see how your diaphragm rates vs. the shear wall deflections.



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Or a 3 lam T&G product where instead of routing out the tongue and groove it is manufactured with three lams offset to form a tongue and groove.

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