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UBC '97 Sec 1633.2.4 Deformation compatibility - Question #2

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Thank you for Mike Valley to correct my misread of the 0.0025 interstory drift value.

Michael Bryson brought up the point about about the reasonableness of this value. I am curious has anybody came across a structural component that would have failed under 0.25% drift (0.36" deformation of a 12' story)? 
Attila Beres