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Perforated Shear Wall Opening Design

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IBC 2305.3.7.1 states “Where shear walls with openings are designed for force transfer around the openings, the limitations of  . . . “


I have not been able to find a source on designing the openings for force transfer.  I’ve looked on APA web site, NDS publications and my Breyer’s text to no avail.  Can anyone give some references or interpret what detailing is needed for “designing for force transfer around openings”?