Structural timber design to Eurocode 5 /

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...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Porteous, Jack
Otros Autores: Kermani, Abdy
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Chichester, West Sussex, UK : Wiley-Blackwell, 2013.
Edición:2nd edition.
Temas:
Building, Wooden > Standards > Europe.
Structural frames > Design and construction > Standards > Europe.
Wood > Standards > Europe.
Construction en bois > Normes > Europe.
Bois > Normes > Europe.
TECHNOLOGY & ENGINEERING > Construction > Carpentry.
Building, Wooden > Standards
Wood > Standards
Europe
Acceso en línea:Texto completo

MARC

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100 1 |a Porteous, Jack. 
245 1 0 |a Structural timber design to Eurocode 5 /  |c Jack Porteous and Abdy Kermani. 
250 |a 2nd edition. 
264 1 |a Chichester, West Sussex, UK :  |b Wiley-Blackwell,  |c 2013. 
300 |a 1 online resource 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
504 |a Includes bibliographical references and index. 
588 0 |a Print version record and CIP data provided by publisher. 
505 0 |a Structural Timber Design to Eurocode 5; Copyright; Contents; Preface to the Second Edition; 1 Timber as a Structural Material; 1.1 Introduction; 1.2 The structure of timber; 1.3 Types of timber; 1.3.1 Softwoods; 1.3.2 Hardwoods; 1.4 Natural characteristics of timber; 1.4.1 Knots; 1.4.2 Slope of grain; 1.4.3 Reaction wood; 1.4.4 Juvenile wood; 1.4.5 Density and annual ring widths; 1.4.6 Conversion of timber; 1.4.7 Seasoning; 1.4.8 Seasoning defects; 1.4.9 Cracks and fissures; 1.4.10 Fungal decay; 1.5 Strength grading of timber; 1.5.1 Visual grading; 1.5.2 Machine grading. 
505 8 |a 1.5.3 Strength classes1.6 Section sizes; 1.7 Engineered wood products (EWPs); 1.7.1 Glued-laminated timber (glulam); 1.7.2 Cross-laminated timber (CLT or X-Lam); 1.7.3 Plywood; 1.7.4 Laminated Veneer Lumber (LVL); 1.7.5 Laminated Strand Lumber (LSL), TimberStrand®; 1.7.6 Parallel Strand Lumber (PSL), Parallam®; 1.7.7 Oriented Strand Board (OSB); 1.7.8 Particleboards and fibre composites; 1.7.9 Thin webbed joists (I-joists); 1.7.10 Thin webbed beams (box beams); 1.7.11 Structural Insulated Panels (SIPs); 1.8 Suspended timber flooring; 1.9 Adhesive bonding of timber. 
505 8 |a 1.10 Preservative treatment for timber1.11 Fire safety and resistance; 1.12 References; 2 Introduction to Relevant Eurocodes; 2.1 Eurocodes: General structure; 2.2 Eurocode 0: Basis of structural design (EC0); 2.2.1 Terms and definitions (EC0, 1.5); 2.2.2 Basic requirements (EC0, 2.1); 2.2.3 Reliability management (EC0, 2.2); 2.2.4 Design working life (EC0, 2.3); 2.2.5 Durability (EC0, 2.4); 2.2.6 Quality management (EC0, 2.5); 2.2.7 Principles of limit state design: General (EC0, 3.1); 2.2.8 Design situations (EC0, 3.2); 2.2.9 Ultimate limit states (EC0, 3.3). 
505 8 |a 2.2.10 Serviceability limit states (EC0, 3.4)2.2.11 Limit states design (EC0, 3.5); 2.2.12 Classification of actions (EC0, 4.1.1); 2.2.13 Characteristic values of actions (EC0, 4.1.2); 2.2.14 Other representative values of variable actions (EC0, 4.1.3); 2.2.15 Material and product properties (EC0, 4.2); 2.2.16 Structural analysis (EC0, 5.1); 2.2.17 Verification by the partial factor method: General (EC0, 6.1); 2.2.18 Design values of actions (EC0, 6.3.1); 2.2.19 Design values of the effects of actions (EC0, 6.3.2); 2.2.20 Design values of material or product properties (EC0, 6.3.3). 
505 8 |a 2.2.21 Factors applied to a design strength at the ULS2.2.22 Design values of geometrical data (EC0, 6.3.4); 2.2.23 Design resistance (EC0, 6.3.5); 2.2.24 Ultimate limit states (EC0, 6.4.1-6.4.5); 2.2.25 Serviceability limit states: General (EC0, 6.5); 2.3 Eurocode 5: Design Of Timber Structures -- Part 1-1: General -- Comon Rules And Rules For Buildings (EC5); 2.3.1 General matters; 2.3.2 Serviceability limit states (EC5, 2.2.3); 2.3.3 Load duration and moisture influences on strength (EC5, 2.3.2.1); 2.3.4 Load duration and moisture influences on deformations (EC5, 2.3.2.2). 
520 |a 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 t. 
590 |a ProQuest Ebook Central  |b Ebook Central Academic Complete 
650 0 |a Building, Wooden  |x Standards  |z Europe. 
650 0 |a Structural frames  |x Design and construction  |x Standards  |z Europe. 
650 0 |a Wood  |x Standards  |z Europe. 
650 6 |a Construction en bois  |x Normes  |z Europe. 
650 6 |a Bois  |x Normes  |z Europe. 
650 7 |a TECHNOLOGY & ENGINEERING  |x Construction  |x Carpentry.  |2 bisacsh 
650 7 |a Building, Wooden  |x Standards  |2 fast 
650 7 |a Wood  |x Standards  |2 fast 
651 7 |a Europe  |2 fast 
700 1 |a Kermani, Abdy. 
758 |i has work:  |a Structural timber design to Eurocode 5 (Text)  |1 https://id.oclc.org/worldcat/entity/E39PCGg6V93gBFckCdjjkJ4JcP  |4 https://id.oclc.org/worldcat/ontology/hasWork 
776 0 8 |i Print version:  |a Porteous, Jack.  |t Structural timber design to Eurocode 5.  |b 2nd edition.  |d Chichester, West Sussex, UK : John Wiley & Sons Inc., 2013  |z 9780470675007  |w (DLC) 2012051136 
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