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Page 1 
Designing for Combined Shear and Wind Uplift
K325

THIS PUBLICATION HAS BEEN DISCONTINUED. Please refer to Form SR-101 for more information on this topic.

APA System Report: Design for Combined Shear and Uplift from Wind
SR-101

Designs for utilizing wind uplift resistance capabilities from wood structural panels, in addition to resisting lateral shear forces and wind pressure perpendicular to the wall. Updated February 2011, SR-101B.

Page 1