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BS EN 1993-1-1:2022 – TC:2023 Edition

BS EN 1993-1-1:2022 – TC:2023 Edition

$280.87

Tracked Changes. Eurocode 3. Design of steel structures – General rules and rules for buildings

Published By Publication Date Number of Pages
BSI 2023 338
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1.1 Scope of FprEN 1993 1 1 (1) FprEN 1993 1 1 gives basic design rules for steel structures. (2) It also gives supplementary provisions for the structural design of steel buildings. These supplementary provisions are indicated by the letter “B” after the paragraph number, thus ( )B. 1.2 Assumptions (1) The assumptions of EN 1990 apply to FprEN 1993 1 1. (2) EN 1993 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), the parts of EN 1992 to EN 1999 where steel structures or steel components are referred to within those documents, EN 1090 2, EN 1090 4 and ENs, EADs and ETAs for construction products relevant to steel structures.

PDF Catalog

PDF Pages PDF Title
214 undefined
226 1 Scope
2 Normative references
3 Terms, definitions and symbols
3.1 Terms and definitions
228 3.2 Symbols and abbreviations
237 3.3 Symbols for member axes
240 4 Basis of design
4.1 General rules
4.1.1 Basic requirements
4.1.2 Structural reliability
4.1.3 Robustness
4.1.4 Design service life for buildings
4.1.5 Durability
241 4.2 Principles of limit state design
4.3 Basic variables
4.3.1 Actions and environmental influences
4.3.2 Material, geometrical and product properties
4.4 Verification by the partial factor method
4.4.1 Design values of actions
4.4.2 Design values of material properties
242 4.4.3 Design values of geometrical properties
4.4.4 Tolerances
243 4.4.5 Design resistances
4.5 Design assisted by testing
5 Materials
5.1 General
5.2 Structural steel
5.2.1 Material properties
245 5.2.2 Ductility requirements
246 5.2.3 Fracture toughness
5.2.4 Through-thickness properties
247 5.2.5 Values of other material properties
5.3 Connecting devices
5.4 Other prefabricated products in buildings
6 Durability
248 7 Structural analysis
7.1 Structural modelling for analysis
7.1.1 Basic assumptions
7.1.2 Joint modelling
7.2 Global analysis
7.2.1 Consideration of second order effects
251 7.2.2 Methods of analysis for ultimate limit state design checks
255 7.3 Imperfections
7.3.1 Basis
256 7.3.2 Sway imperfections for global analysis of frames
258 7.3.3 Equivalent bow imperfection for global and member analysis
7.3.3.1 Flexural buckling
259 7.3.3.2 Lateral torsional buckling
260 7.3.4 Combination of sway and equivalent bow imperfections for global analysis of frames
7.3.5 Imperfections for analysis of bracing systems
7.3.5.1 Horizontal bracing systems
262 7.3.5.2 Vertical bracings
263 7.3.6 Imperfection based on elastic critical buckling modes
265 7.4 Methods of analysis considering material non-linearities
7.4.1 General
7.4.2 Elastic global analysis
266 7.4.3 Plastic global analysis
267 7.5 Classification of cross-sections
7.5.1 Basis
7.5.2 Classification
268 7.6 Cross-section requirements for plastic global analysis
272 8 Ultimate limit states
8.1 Partial factors
8.2 Resistance of cross-sections
8.2.1 General
274 8.2.2 Section properties
8.2.2.1 Gross cross-section
8.2.2.2 Net area
275 8.2.2.3 Shear lag effects
276 8.2.2.4 Effective properties of cross-sections with Class 3 webs and Class 1 or 2 flanges
8.2.2.5 Effective cross-section properties of Class 4 cross-sections
277 8.2.2.6 Section properties for the characteristic resistance
278 8.2.3 Tension
279 8.2.4 Compression
8.2.5 Bending
280 8.2.6 Shear
283 8.2.7 Torsion
284 8.2.8 Combined bending and shear
286 8.2.9 Combined bending and axial force
8.2.9.1 Class 1 and Class 2 cross-sections
288 8.2.9.2 Class 3 cross-sections
8.2.9.3 Class 4 cross-sections
289 8.2.10 Combined bending, shear and axial force
290 8.2.11 Resistance to transverse forces
292 8.3 Buckling resistance of members
8.3.1 Uniform members in compression
8.3.1.1 Buckling resistance
8.3.1.2 Slenderness of compression members
293 8.3.1.3 Buckling reduction factor for flexural buckling
296 8.3.1.4 Buckling reduction factors for torsional and torsional-flexural buckling
297 8.3.2 Uniform members in bending
8.3.2.1 Lateral torsional buckling resistance
298 8.3.2.2 Slenderness for lateral torsional buckling curves
8.3.2.3 Reduction factors χLT for lateral torsional buckling
301 8.3.2.4 Simplified method for lateral torsional buckling of beams based on buckling of the compression flange
303 8.3.3 Uniform members in bending and axial compression
308 8.3.4 General method for lateral and lateral torsional buckling of structural components
309 8.3.5 Lateral torsional buckling of members with plastic hinges in buildings
8.3.5.1 General
8.3.5.2 Restraints at rotated plastic hinges
311 8.3.5.3 Stable length of segment
8.4 Uniform built-up compression members
8.4.1 Assumptions and constructional details
8.4.1.1 Assumptions
313 8.4.1.2 Arrangement of single lacing systems
314 8.4.1.3 Arrangement of battens
8.4.2 Design forces for components
315 8.4.3 Resistance of components of laced compression members
316 8.4.4 Resistance of components of battened compression members
318 8.4.5 Closely spaced built-up members
319 9 Serviceability limit states
9.1 General
9.2 Deformations and dynamic effects for buildings
10 Fatigue
321 Annex A (normative)Selection of execution class
A.1 Use of this Annex
A.2 Scope and field of application
A.3 Execution class
A.4 Selection process
322 A.5 Execution class and partial factors
323 Annex B (normative)Design of semi-compact sections
B.1 Scope and field of application
B.2 Elasto-plastic section modulus
324 B.3 Resistance of cross-sections
325 B.4 Buckling resistance of members
326 Annex C (normative)Additional rules for uniform members with mono-symmetric cross-sections and for members in bending, axial compression and torsion
C.1 Additional rules for uniform members with mono-symmetric cross-section
327 C.2 Additional rules for uniform members in bending, axial compression and torsion
330 Annex D (normative)Continuous restraint of beams in buildings
D.1 Scope and field of application
D.2 Continuous lateral restraints
331 D.3 Continuous torsional restraints
333 Annex E (informative)Basis for the calibration of partial factors
E.1 Use of this informative annex
E.2 Scope and field of application
E.3 Calibration

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BS EN 1993-1-1:2022 - TC
$280.87