Circular Hollow Section (CHS) columns are usually used in high-rise buildings. International design specifications usually overestimate the design of the beam-to-CHS column branch plate connections. This paper numerically investigates the behavior and strength of beam-to-CHS column branch plate connections using a finite element (FE) model. https://www.bekindtopets.com/save-now-Drap-plat-coton-bio-Thais-CAMIF-hot-choice/