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|a 1836629206
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|a Johnson, Roger P.,
|e author.
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|a Designers' guide to EN 1994-1-1: 2026 :
|b Eurocode 4 : design of composite steel and concrete structures : part 1.1 general rules and rules for buildings /
|c Roger P. Johnson, Stephen J. Hicks.
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| 250 |
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|a Third edition.
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|a Leeds :
|b ICE Publishing,
|c 2025.
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|c ©2026.
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|a 1 online resource (281 pages)
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|a text
|b txt
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|a online resource
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|b Inaccessible, or known limited accessibility
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|b Short alternative textual descriptions
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|b No known hazards or warnings
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|b No California Proposition 65 hazard warning necessary
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|a Includes index.
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|a Includes bibliographical references.
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|a 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.
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|a 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 problems that can arise in applying the code and offers background information and references to enable users of the code to understand the origin and objectives of its provision. This new edition has been fully revised for changes in materials and products, problems that have arisen with interpretation, and response to questions from industry on unfamiliar methods. Brand new topics covered include shallow-floor construction and use of precast concrete in floors, whilst composite structures and shear connections are overhauled. This book will cover: terms, definitions and symbols basis of design materials durability structural analysis ultimate limit states serviceability limit states composite slabs with profiled steel sheeting for buildings composite joints in frames for buildings. With the text following closely the sequence of clauses in the Eurocode and with clause numbers in the margin for quick reference, this book will be an essential read for civil and structural engineers, code-drafting committees, clients, structural-design students and public authorities.
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|a Publisher's web page for detailed accessibility information: https://www.emeraldgrouppublishing.com/emerald-accessibility-statement
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| 532 |
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|a Publisher contact for further accessibility information: support@emerald.com
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|a Print version record.
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| 650 |
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|a Engineering.
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| 650 |
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|a Ingénierie.
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| 650 |
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|a engineering.
|2 aat
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|a Design
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|a Structural engineering.
|2 thema
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|a Product design.
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|a Electronic books.
|2 local
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|a Hicks, Stephen J.,
|e author.
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| 710 |
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|a Texas A&M University
|b College Station
|c Electronic Resources
|s www_evans
|d Available Online
|t 0
|e TA630-695
|h Library of Congress classification
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| 998 |
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|a TA630-695
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|l Available Online
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