Structural Timber Design to Eurocode 5
(Sprache: Englisch)
Structural Timber Design to Eurocode 5 provides practising engineers and specialist contractors with comprehensive, detailed information and in-depth guidance on the design of timber structures based on the common rules and rules for buildings in Eurocode 5...
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Structural Timber Design to Eurocode 5 provides practising engineers and specialist contractors with comprehensive, detailed information and in-depth guidance on the design of timber structures based on the common rules and rules for buildings in Eurocode 5 - Part 1-1. It will also be of interest to undergraduate and postgraduate students of civil and structural engineering.It provides a step-by-step approach to the design of all of the commonly used timber elements and connections using solid timber, glued laminated timber or wood based structural products, and incorporates the requirements of the UK National Annex. It covers:
* strength and stiffness properties of timber and its reconstituted and engineered products
* key requirements of Eurocode 0, Eurocode 1 and Eurocode 5 - Part 1-1
* design of beams and columns of solid timber, glued laminated, composite and thin-webbed sections
* lateral stability requirements of timber structures
* design of mechanical connections subjected to lateral and/or axial forces
* design of moment resisting rigid and semi-rigid connections
* racking design of multi-storey platform framed walls
Featuring numerous detailed worked examples, the second edition has been thoroughly updated and includes information on the consequences of amendments and revisions to EC5 published since the first edition, and the significant additional requirements of BSI non contradictory, complimentary information document (PD 6693-1-1) relating to EC5. The new edition also includes a new section on axial stress conditions in composite sections, covering combined axial and bending stress conditions and reference to the major revisions to the design procedure for glued laminated timber.
Inhaltsverzeichnis zu „Structural Timber Design to Eurocode 5 “
Preface to the Second Edition xii1 Timber as a Structural Material 1
1.1 Introduction 1
1.2 The structure of timber 2
1.3 Types of timber 3
1.4 Natural characteristics of timber 4
1.5 Strength grading of timber 11
1.6 Section sizes 16
1.7 Engineered wood products (EWPs) 16
1.8 Suspended timber flooring 44
1.9 Adhesive bonding of timber 46
1.10 Preservative treatment for timber 47
1.11 Fire safety and resistance 48
1.12 References 50
2 Introduction to Relevant Eurocodes 52
2.1 Eurocodes: General structure 52
2.2 Eurocode 0: Basis of structural design (EC0) 54
2.3 Eurocode 5: Design of Timber Structures - Part 1-1: General - Common Rules and Rules for Buildings (EC5) 79
2.4 Symbols 93
2.5 References 98
3 Using Mathcad(r) for Design Calculations 100
3.1 Introduction 100
3.2 What is Mathcad? 100
3.3 What does Mathcad do? 101
3.4 Summary 106
3.5 References 106
4 Design of Members Subjected to Flexure 107
4.1 Introduction 107
4.2 Design considerations 107
4.3 Design value of the effect of actions 109
4.4 Member span 109
4.5 Design for Ultimate Limit States (ULS) 110
4.6 Design for Serviceability Limit States (SLS) 133
4.7 References 142
4.8 Examples 143
5 Design of Members and Walls Subjected to Axial or Combined Axial and Flexural Actions 158
5.1 Introduction 158
5.2 Design considerations 158
5.3 Design of members subjected to axial actions 160
5.4 Members subjected to combined bending and axial loading 174
5.5 Design of stud walls 179
5.6 References 188
5.7 Examples 189
6 Design of Glued-Laminated Members 216
6.1 Introduction 216
6.2 Design considerations 218
6.3
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General 218
6.4 Design of glued-laminated members with tapered, curved or pitched curved profiles (also applicable to LVL members) 223
6.5 Finger joints 234
Annex 6.1 Deflection formulae for simply supported tapered and double tapered beams subjected to a point load at mid-span or to a uniformly distributed load. 234
Annex 6.2 Graphical representation of factors k ¤ and kp used in the derivation of the bending and radial stresses in the apex zone of double tapered curved and pitched cambered beams. 237
6.6 References 238
6.7 Examples 239
7 Design of Composite Timber and Wood-Based Sections 258
7.1 Introduction 258
7.2 Design considerations 259
7.3 Design of glued composite sections 260
7.4 References 283
7.5 Examples 283
8 Design of Built-Up Columns 311
8.1 Introduction 311
8.2 Design considerations 311
8.3 General 312
8.4 Bending stiffness of built-up columns 313
8.5 Combined axial loading and moment 331
8.6 Effect of creep at the ULS 332
8.7 References 333
8.8 Examples 333
9 Design of Stability Bracing, Floor and Wall Diaphragms 357
9.1 Introduction 357
9.2 Design considerations 358
9.3 Lateral bracing 358
9.4 Floor and roof diaphragms 368
9.5 The in-plane racking resistance of timber walls under horizontal and vertical loading 370
9.6 References 372
9.7 Examples 373
10 Design of Metal Dowel-type Connections 383
10.1 Introduction 383
10.2 Design considerations 387
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6.4 Design of glued-laminated members with tapered, curved or pitched curved profiles (also applicable to LVL members) 223
6.5 Finger joints 234
Annex 6.1 Deflection formulae for simply supported tapered and double tapered beams subjected to a point load at mid-span or to a uniformly distributed load. 234
Annex 6.2 Graphical representation of factors k ¤ and kp used in the derivation of the bending and radial stresses in the apex zone of double tapered curved and pitched cambered beams. 237
6.6 References 238
6.7 Examples 239
7 Design of Composite Timber and Wood-Based Sections 258
7.1 Introduction 258
7.2 Design considerations 259
7.3 Design of glued composite sections 260
7.4 References 283
7.5 Examples 283
8 Design of Built-Up Columns 311
8.1 Introduction 311
8.2 Design considerations 311
8.3 General 312
8.4 Bending stiffness of built-up columns 313
8.5 Combined axial loading and moment 331
8.6 Effect of creep at the ULS 332
8.7 References 333
8.8 Examples 333
9 Design of Stability Bracing, Floor and Wall Diaphragms 357
9.1 Introduction 357
9.2 Design considerations 358
9.3 Lateral bracing 358
9.4 Floor and roof diaphragms 368
9.5 The in-plane racking resistance of timber walls under horizontal and vertical loading 370
9.6 References 372
9.7 Examples 373
10 Design of Metal Dowel-type Connections 383
10.1 Introduction 383
10.2 Design considerations 387
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Autoren-Porträt von Jack Porteous, Abdy Kermani
Jack Porteous is a consulting engineer specialising in timber engineering. He is a Chartered Engineer, Fellow of the Institution of Civil Engineers and Member of the Institution of Structural Engineers. He is a member of the BSI committee B/525/5, which is responsible for the structural use of timber in the UK and for the production of UK input to EN 1995-1-1. He is a member of the editorial advisory panel of the ICE publication, Construction Materials and a visiting scholar and lecturer in timber engineering at Edinburgh Napier University.Abdy Kermani is the Professor of Timber Engineering and Director of the UK's Centre for Timber Engineering at Edinburgh Napier University. He is a Chartered Engineer, Fellow of the Institution of Structural Engineers and Fellow of the Institute of Wood Science. He has served on the organising committees and editorial technical advisory boards of international journals and conferences on timber engineering and the innovative use of construction materials. He is the appointed principal consultant to several UK and European structural and timber engineering firms and manufacturing industries.
Bibliographische Angaben
- Autoren: Jack Porteous , Abdy Kermani
- 2013, 2. Aufl., 638 Seiten, Maße: 17,5 x 24,3 cm, Kartoniert (TB), Englisch
- Verlag: Wiley & Sons
- ISBN-10: 0470675004
- ISBN-13: 9780470675007
- Erscheinungsdatum: 17.05.2013
Sprache:
Englisch
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