Design Procedures to C-EC3: Concise Eurocode 3 for the Design of Steel Buildings in the United Kingdom

Introduction Part -1: Procedure Tables from CEC3 Design of a Comparison Member Design of Simply Supported Beam of Rolled I or H Cross Section Determining Less Conservative Values for the Interaction Factors Ky, Kz and KLT Design of a Member subject to Axial Compression and Major Axis Moment Allowing for Prying in Simple Tension Connections Design of an Axially Loaded Baseplate Design of a Stiffed Baseplate Subject to Axial Load and Major Axis Bending Flowcharts The Design of a Compression Member The Design of a Simply Supported Beam of Rolled I or H Cross Section To Determine the Interaction factors Ky and Kz To Determinate the Interaction Factor KLT Design of a Member subject to Axial Compression and Major Axis Moment Allowing for Prying in Simple Tension Connections The Design of an Axially Loaded Baseplate The Design of a Stiffed Baseplate Subject to Axial Load and Major Axis Bending