Local Ductility Condition Check (EC8)
Summary Ensuring Ductility with Strong Column-Weak Beam Design Strong Column-Weak Beam EC8 to ProtaStructure performs comprehensive checks on global and local ductility conditions in compliance with EC8 Chapter 4.4.2.3, a key European standard for seismic design. These checks are critical for ensuring that structures respond safely and effectively during earthquakes. This document focuses on the strong column-weak beam condition, a […]