We use cookies to deliver the best possible user experience and to collect anonymous statistical data about our web traffic. Click "Accept" if you agree or click "Manage" to learn more and customize cookies. You can modify your selection later.
Your browser is very old and it is not supported.
This website uses modern web design practices to deliver the best possible user experience. While some basic functionality is still available for your browser, please consider installing a modern browser such as Chrome or Firefox to properly view this website.
This website uses modern web design practices to deliver the best possible user experience. While some basic functionality is still available for your browser, please consider installing a modern browser such as Chrome or Firefox to properly view this website.
Eurocode 3 EN1993: Design of Steel Structures
- Summary:
- Calculations for Eurocode 3: Steel material properties, design properties of IPE, HEA, HEB, HEM, CHS (tube) profiles, ULS design of steel member, elastic critical moment Mcr
-
EN1993-1-1: General rules & rules for buildings
-
Materials
-
Table of design material properties for structural steel
- Description:
- Design aid - Table of design material properties and mechanical properties for structural steel including density, yield strength fy, ultimate strength fu and elastic modulus E
- According to:
- EN 1993-1-1:2005+AC2:2009 Sections 3.2.1, 3.2.6
- Added on:
- 09 October 2017
-
-
Cross-Sections
-
Table of design properties for flanged steel profiles (IPE, HEA, HEB, HEM, UB, UC, UBP)
- Description:
- Design aid - Table of design properties for flanged steel profiles (IPE, HEA, HEB, HEM, UB, UC, UBP) including profile dimensions, cross-section properties (area A, second moment of area I, elastic modulus Wel, plastic modulus Wpl), strength properties (elastic moment Mel, plastic moment Mpl, plastic shear Vpl), and buckling properties (section class, buckling curves)
- According to:
- EN 1993-1-1:2005+AC2:2009 Sections 6.2 & 6.3
- Added on:
- 20 October 2017
-
Table of design properties for steel tubes - Circular Hollow Sections (CHS)
- Description:
- Design aid - Table of design properties for circular hollow steel sections (CHS) including section dimensions, cross-section properties (area A, second moment of area I, elastic modulus Wel, plastic modulus Wpl), strength properties (elastic moment Mel, plastic moment Mpl, plastic shear Vpl), and buckling properties (section class, buckling curves)
- According to:
- EN 1993-1-1:2005+AC2:2009 Sections 6.2 & 6.3
- Added on:
- 13 November 2018
-
Table of design properties for square steel profiles - Square Hollow Sections (SHS)
- Description:
- Design aid - Table of design properties for square hollow steel sections (SHS) including section dimensions, cross-section properties (area A, second moment of area I, elastic modulus Wel, plastic modulus Wpl), strength properties (elastic moment Mel, plastic moment Mpl, plastic shear Vpl), and buckling properties (section class, buckling curves)
- According to:
- EN 1993-1-1:2005+AC2:2009 Sections 6.2 & 6.3
- Added on:
- 26 June 2019
-
Table of design properties for rectangular steel profiles - Rectangular Hollow Sections (RHS)
- Description:
- Design aid - Table of design properties for rectangular hollow steel sections (RHS) including section dimensions, cross-section properties (area A, second moment of area I, elastic modulus Wel, plastic modulus Wpl), strength properties (elastic moment Mel, plastic moment Mpl, plastic shear Vpl), and buckling properties (section class, buckling curves)
- According to:
- EN 1993-1-1:2005+AC2:2009 Sections 6.2 & 6.3
- Added on:
- 26 June 2019
-
-
Connections
-
Table of design properties for metric hexagonal bolts M5 to M39 (stress area, shear strength, tensile strength, bearing strength)
- Description:
- Design aid - Table of design properties for individual metric hexagonal bolts including stress area, yield strength, ultimate strength, shear resistance, tensile resistance, interaction between shear and tension, bearing resistance, punching shear resistance
- According to:
- EN 1993-1-8:2005 Section 3.8
- Added on:
- 17 May 2019
-
-
Ultimate Limit State Design
-
ULS Design of steel member (beam/column) with doubly-symmetric flanged cross-section (IPE, HEA HEB, HEM, UB, UC, UBP or custom)
- Description:
- Ultimate Limit State design of uniform steel member (beam/column) with I-section or H-section (IPE, HEA HEB, HEM, UB, UC, UBP or custom) according to EN1993-1-1 for axial force N, shear force V, bending moment M, flexural buckling, lateral torsional buckling, and interaction effects
- According to:
- EN 1993-1-1:2005+AC2:2009 Sections 6.2 & 6.3
- Added on:
- 12 June 2018
-
ULS Design of steel member (beam/column) with hollow rectangular or hollow square cross-section (RHS, SHS or custom)
- Description:
- Ultimate Limit State design of uniform steel member (beam/column) with hollow rectangular section or hollow square section (RHS, SHS or custom) according to EN1993-1-1 for axial force N, shear force V, bending moment M, torsional moment T, flexural buckling, and interaction effects
- According to:
- EN 1993-1-1:2005+AC2:2009 Sections 6.2 & 6.3
- Added on:
- 17 September 2022
-
ULS Design of steel member (beam/column) with hollow circular cross-section (CHS or custom tube)
- Description:
- Ultimate Limit State design of uniform steel member (beam/column) with hollow circular section (CHS or custom tube) according to EN1993-1-1 for axial force N, shear force V, bending moment M, torsional moment T, flexural buckling, and interaction effects
- According to:
- EN 1993-1-1:2005+AC2:2009 Sections 6.2 & 6.3
- Added on:
- 29 December 2022
-
-
Complementary Information
-
Calculation of elastic critical moment for lateral-torsional buckling of doubly-symmetric flanged cross-section (IPE, HEA HEB, HEM or custom)
- Description:
- Calculation of elastic critical moment Mcr for lateral-torsional buckling of a uniform steel member with I-section or H-section (IPE, HEA HEB, HEM or custom) according to elastic buckling theory
- According to:
- SN003b-EN-EU - "NCCI: Elastic critical moment for lateral torsional buckling", October 12, 2010
- Added on:
- 25 July 2018
-
-