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Designers' Guide to Eurocode 9: Design of Aluminium Structures : EN 1999-1-1 and -1-4 » książka

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Kategorie szczegółowe BISAC

Designers' Guide to Eurocode 9: Design of Aluminium Structures : EN 1999-1-1 and -1-4

ISBN-13: 9780727757371 / Twarda / 2012 / 212 str.

Designers' Guide to Eurocode 9: Design of Aluminium Structures : EN 1999-1-1 and -1-4  9780727757371  - książkaWidoczna okładka, to zdjęcie poglądowe, a rzeczywista szata graficzna może różnić się od prezentowanej.

Designers' Guide to Eurocode 9: Design of Aluminium Structures : EN 1999-1-1 and -1-4

ISBN-13: 9780727757371 / Twarda / 2012 / 212 str.

cena 431,69 zł
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Eurocode 9 covers the design of building and civil engineering works made from wrought and cast aluminium alloys. While aluminium is a lesser-used material, EN9 is a complicated document and there is currently very little guidance to its use. The latest addition to the bestselling Designers Guide series addresses the considerable demand for Eurocode guidance covering aluminium. Designers Guide to Eurocode 9 is written by 3 authorities on the subject, who were instrumental in drafting the original code and contains worked examples throughout"

Kategorie:
Technologie
Kategorie BISAC:
Technology & Engineering > Civil - General
Technology & Engineering > Structural
ISBN-13:
9780727757371
Rok wydania:
2012
Ilość stron:
212
Waga:
0.91 kg
Wymiary:
24.4 x 20.9 x 1.9
Oprawa:
Twarda
Wolumenów:
01
Dodatkowe informacje:
Bibliografia
Wydanie ilustrowane

Preface General (note that the guide concentrates on part 1-1 of the code, general structural rules, and also covers some aspects of part 1-4, cold formed structural sheeting) Layout of this guide Acknowledgements Introduction Background of the Eurocode programme Status and field of application of Eurocodes National Standards implementing Eurocodes Links between Eurocodes and product harmonised technical specifications (ENs and ETAs) Additional information specific to EN 1999-1-1 National annex for EN 1999-1-1 Chapter 1 General 1.1 Scope 1.2 Normative references 1.3 Assumptions 1.4 Distinction between principles and application rules 1.5 Terms and definitions 1.6 Symbols 1.7 Conventions for member axes 1.8 Specification for execution of the work Chapter 2 Basis of design 2.1 Requirements 2.2 Principles of limit state design 2.3 Basic variables 2.4 Verification by the partial factor method 2.5 Design assisted by testing Chapter 3 Materials 3.1 General 3.2 Structural aluminium 3.3 Connecting devices Chapter 4 Durability Chapter 5 Structural analysis 5.1 Structural modelling for analysis 5.2 Global analysis 5.3 Imperfections 5.4 Methods of analysis Chapter 6 Ultimate limit states for members 6.1 Basis 6.2 Resistance of cross-sections 6.3 Buckling resistance of members 6.4 Uniform built-up members 6.5 Un-stiffened plates under in-plane loading 6.6 Stiffened plates under in-plane loading 6.7 Plate girders 6.8 Members with corrugated webs Chapter 7 Serviceability Limit States 7.1 General 7.2 Serviceability limit states for buildings Chapter 8 Design of joints 8.1 Basis of design 8.2 Intersections for bolted, riveted and welded joints 8.3 Joints loaded in shear subject to impact, vibration and/or load reversal 8.4 Classification of joints 8.5 Connections made with bolts, rivets and pins 8.6 Welded connections 8.7 Hybrid connections 8.8 Adhesive bonded connections 8.9 Other joining methods Chapter 9 Annex A [informative] – Reliability differentiation Chapter 10 Annex B [normative] - Equivalent T-stub in tension Chapter 11 Annex D [informative] – Corrosion and surface protection Chapter 12 Annex E [informative] - Analytical models for stress strain relationship Chapter 13 Annex F [informative] - Behaviour of cross-sections beyond the elastic limit Chapter 14 Annex G [informative] - Rotation capacity Chapter 15 Annex H [informative] - Plastic hinge method for continuous beams Chapter 16 Annex I [informative] - Lateral torsional buckling of beams and torsional or torsional-flexural buckling of compressed members Chapter 17 Annex J [informative] - Properties of cross sections Chapter 18 Annex K [informative] - Shear lag effects in member design Chapter 19 Annex L [informative] - Classification of joints Chapter 20 Annex M [informative] - Adhesive bonded connections Chapter 21 Cold-formed structural sheeting Introduction Scope of Eurocode 9, Part 1-4 National Annex for EN 1999-1-4 21.1 Basis of design 21.2 Structural aluminium alloys 21.3 Durability 21.4 Structural analysis 5.1 Influence of rounded corners 5.2 Geometrical proportions 5.3 Structural modelling for analysis 5.4 Flange curling 5.5 Local and distortional buckling 21.5 Ultimate limit states 6.1 Resistance of cross-sections 6.2 Buckling resistance 6.3 Stressed skin design 6.4 Perforated sheeting 21.6 Serviceability limit states 7.1 General 7.2 Plastic deformation 7.3 Deflections 21.7 Joints with mechanical fasteners 8.1 General 8.2 Blind rivets 8.3 Self-tapping / self-drilling screws 21.8 Design assisted by testing 21.9 Annex A [normative] – Testing procedures A.1 General A.2 Tests on profiled sheets A.3 Evaluation of test results 21.10 Annex B [informative] – Durability of fasteners



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