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Structural timber design to Eurocode 5 [[electronic resource] /] / Jack Porteous and Abdy Kermani
| Structural timber design to Eurocode 5 [[electronic resource] /] / Jack Porteous and Abdy Kermani |
| Autore | Porteous Jack |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Chichester [England], : John Wiley & Sons Inc., 2013 |
| Descrizione fisica | 1 online resource (640 p.) |
| Disciplina | 694.02/184 |
| Altri autori (Persone) | KermaniAbdy |
| Soggetto topico |
Building, Wooden - Standards - Europe
Structural frames - Design and construction - Standards - Europe Timber - Standards |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-118-59728-1
1-118-59729-X |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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
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 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) 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) 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) 2.3.5 Stress-strain relations (EC5, 3.1.2) |
| Record Nr. | UNINA-9910463126603321 |
Porteous Jack
|
||
| Chichester [England], : John Wiley & Sons Inc., 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural timber design to Eurocode 5 [[electronic resource] /] / Jack Porteous and Abdy Kermani
| Structural timber design to Eurocode 5 [[electronic resource] /] / Jack Porteous and Abdy Kermani |
| Autore | Porteous Jack |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Chichester [England], : John Wiley & Sons Inc., 2013 |
| Descrizione fisica | 1 online resource (640 p.) |
| Disciplina | 694.02/184 |
| Altri autori (Persone) | KermaniAbdy |
| Soggetto topico |
Building, Wooden - Standards - Europe
Structural frames - Design and construction - Standards - Europe Timber - Standards |
| ISBN |
1-118-59728-1
1-118-59729-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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
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 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) 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) 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) 2.3.5 Stress-strain relations (EC5, 3.1.2) |
| Record Nr. | UNINA-9910786725403321 |
|
Porteous Jack
|
||
| Chichester [England], : John Wiley & Sons Inc., 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural timber design to Eurocode 5 / / Jack Porteous and Abdy Kermani
| Structural timber design to Eurocode 5 / / Jack Porteous and Abdy Kermani |
| Autore | Porteous Jack |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Chichester [England], : John Wiley & Sons Inc., 2013 |
| Descrizione fisica | 1 online resource (640 p.) |
| Disciplina | 694.02/184 |
| Altri autori (Persone) | KermaniAbdy |
| Soggetto topico |
Building, Wooden - Standards - Europe
Structural frames - Design and construction - Standards - Europe Timber - Standards |
| ISBN |
1-118-59728-1
1-118-59729-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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
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 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) 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) 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) 2.3.5 Stress-strain relations (EC5, 3.1.2) |
| Record Nr. | UNINA-9910824049903321 |
|
Porteous Jack
|
||
| Chichester [England], : John Wiley & Sons Inc., 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
