[1] | Eurocode 3: Design of steel structures - Part 1‑1: General rules and rules for buildings; EN 1993‑1‑1:2010‑12 |
[2] | EN 1993-1-2 (2005): Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design [Authority: The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC] |
[3] | Eurocode 3: Design of steel structures - Part 1‑3: General rules - Supplementary rules for cold-formed members and sheeting; EN 1993‑1‑3:2010‑12 |
[4] | EN 1993-1-4 (2006): Eurocode 3: Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels [Authority: The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC] |
[5] | Eurocode 3: Design of steel structures - Part 1-5: General rules - Plated structural elements; EN 1993-1-5:2006 + AC:2009 |
[6] | Johannes Naumes, Isabell Strohmann, Dieter Ungermann and Gerhard Sedlacek. Die neuen Stabilitätsnachweise im Stahlbau nach Eurocode 3. Stahlbau, 77, 2008. |
[7] | Johannes Naumes, Markus Feldmann and Gerhard Sedlacek. Biegeknicken und Biegedrillknicken von Stäben auf einheitlicher Grundlage, Band 70, Shaker Verlag 2010 |
[8] | EN 1993-2 (2006): Eurocode 3: Design of steel structures - Part 2: Steel bridges [Authority: The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC] |
[9] | EN 1991-1-2 (2002): Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire [Authority: The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC] |
[10] | Kindmann, R.; Frickel, J.: Elastische und plastische Querschnittstragfähigkeit. Berlin: Ernst & Sohn, 2002 |
[11] | F. Nowzartash and M. Mohareb. Plastic interaction relations for elliptical hollow sections. Thin-Walled Structures, 47, 2009. |
[12] | Eurocode 3: Design of steel structures - Part 1-8: Design of joints; EN 1993‑1‑8:2005 + AC:2009 |
[13] | Manual SHAPE-THIN. Tiefenbach: Dlubal Software, January 2012. |
2 Input Data
- 2.2 Materials
- 2.3 Cross-Sections
- 2.4 Intermediate Lateral Restraints
- 2.5 Effective Lengths - Members
- 2.6 Effective Lengths - Sets of Members
- 2.7 Nodal Supports - Sets of Members
- 2.8 Member Hinges - Sets of Members
- 2.9 Serviceability Parameters
- 2.10 Fire Resistance - Members
- 2.11 Fire Resistance - Sets of Members
- 2.12 Parameters - Members
- 2.13 Parameters - Sets of Members
- 2.14 Local Transverse Forces
9 Literature
Parent Chapter