Designers' guide to EN 1994-1-1: 2026 : Eurocode 4 : design of composite steel and concrete structures : part 1.1 general rules and rules for buildings /

This third edition of Designers' Guide to Eurocode 4: Design of composite steel and concrete structures - EN 1994-1-1 provides comprehensive guidance in the form of design aids, indications for the most convenient design procedures and worked examples to Eurocode 4. It reveals how to deal with...

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Bibliographic Details
Main Authors:	Johnson, Roger P. (Author), Hicks, Stephen J. (Author)
Corporate Author:	Knovel (Firm)
Format:	eBook
Language:	English
Published:	Leeds : ICE Publishing, 2025.
Edition:	Third edition.
Subjects:	Engineering. Ingénierie. engineering. Design > Industrial. Structural engineering. Product design. Electronic books.
Online Access:	Connect to the full text of this electronic book

Table of Contents:

Preface to the third edition objectives of this guide layout of this guide acknowledgements
Chapter 0 Introduction 0.1 introduction to the eurocodes 0.2 and 0.3 introduction to en 1994 (all parts) and to en 1994-1-1 0.4 verbal forms used in the eurocodes 0.5 national annex for en 1994-1-1
Chapter 1 scope 1.1 scope of en 1994-1-1 1.2 assumptions
Chapter 2 normative references
Chapter 3 terms, definitions and symbols 3.1 terms and definitions 3.2 to 3.10 symbols
Chapter 4 basis of design 4.1 general rules 4.2 principles of limit states design 4.3 basic variables 4.4 verification by the partial factor method
Chapter 5 materials 5.1 concrete 5.2 reinforcing steel 5.3 structural steel 5.4 connecting devices 5.5 profiled steel sheeting for composite slabs in buildings
Chapter 6 durability 6.1 general 6.2 profiled steel sheeting for composite slabs in buildings
Chapter 7 structural analysis 7.1 structural modelling for analysis 7.2 structural stability 7.3 imperfections 7.4 calculation of action effects example 7.1: Effective width of concrete flange 7.5 classification of cross-sections
Chapter 8 ultimate limit states 8.1 beams 8.2 resistances of cross-sections of beams example 8.1: Resistance moment in hogging bending, for an effective class 2 cross-section 8.3 resistance of cross-sections of beams with partial encasement for buildings 8.4 lateral-torsional buckling of composite beams 8.5 transverse forces on webs 8.6 shear connection example 8.2: Comparison of two methods of prediction of prk for a stud in sheeting example 8.3: Trough dimensions and reduction factors for transverse sheeting example 8.4: transverse reinforcement for longitudinal shear example 8.5: Partial shear connection and arrangement of shear connectors example 8.6: two-span beam with composite slab
ultimate limit state 8.7 fatigue 8.8 composite columns and composite compression members example 8.7: composite column with bending about one or both axes example 8.8: Longitudinal shear outside areas of load Introduction, for a composite column
Chapter 9 serviceability limit states 9.1 general 9.2 stresses 9.3 deformations in buildings 9.4 cracking of concrete example 9.1: Two-span beam (continued)
serviceability limit states
Chapter 10 composite slabs with profiled steel sheeting for buildings 10.1 scope 10.2 detailing provisions 10.3 actions and action effects 10.4 analysis for internal forces and moments 10.5 and 10.6 verification of profiled steel sheeting as shuttering 10.7 verification of composite slabs for the ultimate limit states 10.8 verification of composite slabs for serviceability limit states example 10.1: Two-span continuous composite slab example 10.2: Resistance to wheel load
Chapter 11 composite joints in frames for buildings 11.1. Scope 11.2. Analysis, modelling and classification 11.3. Design methods 11.4. Resistance of components example 11.1: End-plate joints in a two-span beam in a braced frame
Chapter 12 annex a (informative) stiffness of joint components in buildings a.1. Use of this annex a.2. Scope and field of application a.3. stiffness coefficients a.4. Deformation of the shear connection example 12.1: Elastic stiffness of an end-plate joint
Chapter 13 annex b (normative) standard tests born1. Use of this annex born2. Scope and field of application born3. Test on shear connectors born3. testing of composite floor slabs example 13.1: Tests on composite floor slabs and use of the partial-interaction method
Chapter 14 annex d (normative) composite beams with web openings d.1. Use of this annex d.2. Scope and field of application d.3. Method of design d.4. Analysis d.5. ultimate limit states d.6. serviceability limit states example 14.1: Composite beam with web openings example 14.2: Web opening with profiled sheeting
Chapter 15 annex e (informative) composite beams with web openings and stiff slabs e.1. Use of this annex e.2. Scope and field of application e.3. Effective width for local bending and shear e.4. Analysis e.5. additional checks at ultimate limit states for widely spaced openings with locally stiff slabs example 15.1: Web opening with a stiff slab
Chapter 16 annex f (normative). Headed studs that cause splitting forces in the direction of the slab thickness f.1. Use of this annex f.2. Scope and field of application f.3. Design resistance and detailing f.4. Fatigue strength example 16.1: Design of lying studs
Chapter 17 annex g (informative) design resistance of headed studs used with open trough profiled steel sheeting in buildings with ribs transverse to the supporting beams g.1. Use of this annex g.2 scope and field of application g.3 shear resistance
Chapter 18 annex h (normative) design tension resistance of headed studs h.1. Use of this annex h.2. Scope and field of application h.3. Design tension resistance for headed studs example 18.1: Resistance of stud connectors to direct tension
Chapter 19 annex i (normative) additional rules for shallow floor beams i.1. Use of this annex.