Logicwall Resources

This document provides an example shear wall design using AFS Logicwall permanent formwork system. The design is for a 5-storey apartment building in a New Zealand region with moderate seismicity on non-liquefiable soils.

The design is for the shear wall only. It assumes the wall has a low axial load (N*<0.10Ag.fc’). The wall is designed to be limited ductile (µ = 2).