Maximum shear wall aspect ratios are defined in AWC’s SDPWS-21, Section 4.3.3. Differentiating the code-allowable design methods with regard to aspect ratios, the segmented perforated methods define (h) as the height of the wall segment from the bottom plate to the top plate. In the FTAO method, (h) represents the height of the opening that the segment is adjacent to. This important distinction is why many structural engineers use FTAO when they cannot meet the aspect ratio limitations for segmented or perforated design.