References
1. Reference
| EN 1993 | Eurocode 3: Design of steel structures. |
| EN 1993-1-1:2005 | General rules and rules for buildings. |
| EN 1993-1-2:2005 | Structural fire design. |
| EN 1993-1-3:2006 | Cold-formed thin gauge members and sheeting. |
| EN 1993-1-4:2006 | Stainless steels. |
| EN 1993-1-5:2006 | Plated structural elements. |
| EN 1993-1-6:2007 | Strength and stability of shell structures. |
| EN 1993-1-7:2007 | Strength and stability of planar plated structures transversely loaded. |
| EN 1993-1-8:2005 | Design of joints. |
| EN 1993-1-9:2005 | Fatigue strength of steel structures. |
| EN 1993-1-10:2005 | Selection of steel for fracture toughness and through-thickness properties. |
| EN 1993-1-11:2006 | Design of structures with tension components made of steel. |
| EN 1993-1-12:2007 | Supplementary rules for high strength steel. |
| BSI, 2007. |
2. Reference
| EN 10025 | Hot rolled products of structural steels. |
| Part 1:2004 | General technical delivery conditions. |
| Part 2:2004 | Technical delivery conditions for non-alloy structural steels. |
| Part 3:2004 | Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels. |
| Part 4:2004 | Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels. |
| Part 5:2004 | Plated structural eleTechnical delivery conditions for structural steels with improved atmospheric corrosion resistance.ments. |
| Part 6:2004 | Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition. |
| BSI, 2004. |
3. Reference
| EN 10365:2017 | Hot rolled products ofHot rolled steel channels, I and H sections. Dimensions and masses. structural steels. |
4. Reference
| EN 10034 | Structural steel I and H sections. Tolerances on shape and dimensions. (Replaces BS 4-1:1980). |
| BSI, 1993. |
5. Reference
| EN 10024 | Hot rolled taper flange I sections. Tolerances on shape and dimensions. |
| BSI, 1995. |
6. Reference
| ETA-10/0156 | Hot rolled taper flLong products made of HISTAR®355/355L and HISTAR®460/460L. Deutsches Institut Fur Bautechnik, 2015.ange I sections. Tolerances on shape and dimensions. |
7. Reference
| EN 10279 | Hot rolled steel channels. Tolerances on shape, dimension and mass. (Including amendment 1, amendment 2:2000). |
| BSI, 2000. |
8. Reference
| EN 10056 | Specification for structural steel equal and unequal angels. |
| EN 10056-1: 2017 | Dimensions. (Replaces BS 4848-4:1972) |
| EN 10056-2: 1993 | Tolerances on shape and dimensions. (Replaces BS 4848-4:1972) |
| BSI, 2017. |
9. Reference
| National Structural Steelwork Specification for Building Construction, 5th Edition. | The British Constructional Steelwork Association Ltd., 2007. |
10. Reference
| Hughes, A.F.; Iles, D.C. and Malik, A.S. | Design of steel beams in torsion (P385), SCI, 2011. |
11. Reference
| Elastic Moduli of Angle Sections (AD340) | Available from www.steelbiz.org. |
12. Reference
| Tension resistance of angles in P363 (AD351) | Available from www.steelbiz.org. |
13. Reference
| EN 1090-2:2008 | Execution of steel structures and aluminum structures. Technical requirements for the execution of steel structures. |
| BSI, 2008. |
14. Reference
| EN 14399 | High-strength structural bolting assemblies for preloading. |
| EN 14399-1:2005 | General requirements. |
| EN 14399-2:2005 | Suitability test for preloading. |
| EN 14399-3:2005 | System HR. Hexagon bolt and nut assemblies. |
| EN 14399-4:2005 | System HV. Hexagon bolt and nut assemblies. |
| EN 14399-5:2005 | Plain washers. |
| EN 14399-6:2005 | Plain chamfered washers. |
| EN 14399-9:2009 | System HR or HV. Bolt and nut assemblies with direct tension indicators. |
| EN 14399-10:2009 | System HRC. Bolt and nut assemblies with calibrated preload. |
| BSI, 2005. |
15. Reference
| EN 15048 | Non-preloaded structural bolting assemblies. |
| EN 15048-1:2007 | General requirements. |
| EN 15048-2:2007 | Suitability test. |
| BSI, 2007. |
16. Reference
| NCCI: | Determination of non-dimensional slenderness of I and H sections (SN002) |
| Available from www.steelbiz.org. |
17. Reference
| NCCI: | Critical axial load for torsional and flexural torsional buckling modes (SN001) |
| Available from www.steelbiz.org. |
18. Reference
| NCCI: | Elastic critical moment for lateral torsional buckling (SN003) |
| Available from www.steelbiz.org. |
19. Reference
| Steelwork design guide to BS 5950-1:2000 | Volume 1: Section properties, member capacities, 7th edition (P202). |
| SCI and The British Constructional Steelwork Association Ltd, 2007. |
20. Reference
| Kleinlogel, A. | Rigid frame formulas (translated from German: page 418). |
| Fredrick Ungar Publishing Co., 1958. |
21. Reference
| BS 4933:1973 | Non-preloSpecification for ISO metric black cup and countersunk head bolts and screws with hexagon nuts.aded structural bolting assemblies. |
| BSI, 1973. |
22. Reference
| EN ISO 4014:2001 | Hexagon head bolts. Product grades A and B. |
| BSI, 2001. |
23. Reference
| EN ISO 4017:2001 | Hexagon head screws. Product grades A and B. |
| BSI, 2001. |
24. Reference
| EN ISO 4016:2001 | Hexagon head bolts. Product grade C. |
| BSI, 2001. |
25. Reference
| EN ISO 4018:2001 | Hexagon head screws. Product grade C. |
| BSI, 2001. |
26. Reference
| EN ISO 4032:2001 | Hexagon nuts, style 1. Product grades A and B. |
| BSI, 2001. |
27. Reference
| EN ISO 4034:2001 | Hexagon nuts. Product grade C. |
| BSI, 2001. |
28. Reference
| EN ISO 898-1:1999 | Mechanical properties of fasteners made of carbon steel and alloy steel. Bolts, screws and studs. |
| BSI, 1999. |
29. Reference
| ENV 1993-1-1:1992/A2 Eurocode 3: | Design of steel structures - Part 1-1: General rules and rules for buildings (European pre-standard). |
| CEN, 1998. |