Perforated shearwall analysis
Perforated shearwall analysis
(OP)
I typically use a segmented shearwall analysis for plywood shearwalls. I have a program that provides an analysis -"Perforated" that resembles a rigidity analysis distribution of loads. Does anyone understand the concept they are using here? Or do a rigidity analysis for plywood shearwalls?





RE: Perforated shearwall analysis
there are white papers online at afandpa.org
click wood products>>>standards and technical >>>>> technical info>>>>shearwalls