Focuses on user comfort and functionality. This involves checking deflections (sagging) and dynamic vibrations. 3. Classification of Cross-Sections
Specifies the loads (gravity, wind, snow). EN 1993-1-1: General rules and rules for buildings. EN 1993-1-8: Design of joints (connections). 2. Limit State Philosophy Design is split into two critical checks: Design of Steel Structures to Eurocodes
Before calculating resistance, you must classify the steel section (Class 1 to 4) based on the of its parts (flanges and webs). This determines if local buckling will happen before the steel reaches its full strength: Focuses on user comfort and functionality
Commonly S235, S275, or S355 (the number represents the yield strength Partial Factors ( γMgamma sub cap M Defines the Limit State philosophy.
A critical check for beams where the compression flange might "twist" out of plane. Shear: Checked primarily in the web of the section. 5. Connections (EN 1993-1-8)
Plastic design (can reach full plastic capacity).
Defines the Limit State philosophy.