Investigation of the cutting effect of cold formet steel clip angle welded and smart screw joints

In recent years, the cost increases in traditional reinforced concrete building systems have caused the design to be desired during the application. At levels failure to make their time is long be the season from the terms Negative like being affected from situations due to mild steel buildings has become widespread. Light steel structure systems in the cold shaped (CFS) colon, beam, roof and other the parts together are systems. This in systems (especially residential in projects) column-beam combination types number and diversity increasing. This CFS in the study column-beam in combinations clip angles aspect ratio and thickness parameters taking into account 36 experiments sample was created. These samples column side welding beam side self-tapping screw by combining column-beam in combination cutting effect examined. In conclusion as the clip angle plate thickness increases load carrying its capacity increasing and aspect ratio (W/D) increases at clip angles tearing errors has been.