Many years of experience have demonstrated the types of details that satisfy this criterion and the designer should refer to the standard connections on joints in simple construction.
It is important that the designer recognises the assumptions regarding joint response and ensures that the detailing of the connections is such that no moments develop that can adversely affect the performance of the structure. The resistance of the structure to lateral loads and sway is usually ensured by the provision of bracing or, in some multi-storey buildings, by concrete cores. It is assumed that no moment is transferred from one connected member to another, except for the nominal moments which arise as a result of eccentricity at joints. Simple design is the most traditional approach and is still commonly used. Semi-Continuous Design of Steel Structureįollowing are the methods of structural steel design:
