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Living woods magazine
| Living woods magazine |
| Pubbl/distr/stampa | Ampney St Peter : , : Freshwood Publishing |
| Descrizione fisica | 1 online resource |
| Soggetto topico |
Forests and forestry - Great Britain
Trees - Great Britain Timber - Great Britain Woodwork Forests and forestry Timber Trees |
| Soggetto genere / forma | Periodicals. |
| Formato | Materiale a stampa  |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Living woods |
| Record Nr. | UNINA-9910222225703321 |
| Ampney St Peter : , : Freshwood Publishing | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Timber designers' manual [[electronic resource] /] / E.C. Ozelton & J.A. Baird
| Timber designers' manual [[electronic resource] /] / E.C. Ozelton & J.A. Baird |
| Autore | Ozelton E. C |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Oxford, : Blackwell, 2006 |
| Descrizione fisica | 1 online resource (558 p.) |
| Disciplina | 624.1840941 |
| Altri autori (Persone) | BairdJ. A (Jack A.) |
| Soggetto topico |
Timber - Great Britain
Building, Wooden - Great Britain Structural design - Great Britain |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-281-31880-9
9786611318802 0-470-69102-6 0-470-69000-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
TIMBER DESIGNERS' MANUAL; Contents; Preface; Acknowledgements; About the Authors; 1. The Materials Used in Timber Engineering; 1.1 Introduction; 1.2 Timber; 1.3 Plywood; 1.4 Particleboard, oriented strand board, cement-bonded particleboard and wood fibreboards; 1.5 Engineered wood products; 1.6 Mechanical fasteners; 1.7 Adhesives used in timber engineering; 2. Stress Levels for Solid Timber; 2.1 Introduction; 2.2 Derivation of basic stress and characteristic strength values; 2.3 Modulus of elasticity and shear modulus; 2.4 Grade stress; 2.5 Load sharing; 2.6 Moisture content; 3. Loading
3.1 Types of loading3.2 Load duration; 3.3 Concentrated loadings; 3.4 Dead loading; 3.5 Imposed loadings for floors; 3.6 Imposed loadings for roofs; 3.7 Snow loading; 3.8 Roof loadings on small buildings; 3.9 Wind loading; 3.10 Unbalanced loading; 3.11 Combinations of loading; 3.12 Special loadings; 4. The Design of Beams: General Notes; 4.1 Related chapters; 4.2 Design considerations; 4.3 Effective design span; 4.4 Load-sharing systems; 4.5 Load-duration factor; 4.6 Lateral stability; 4.7 Moisture content; 4.8 Bending stresses; 4.9 Depth and form factors; 4.10 Bearing; 4.11 Shear 4.12 The effect of notches and holes4.13 Shear in beams supported by fastenings and in eccentric joints; 4.14 Glue-line stresses; 4.15 Deflection; 4.16 Bending and shear deflection coefficients; 5. Beams of Solid Timber; 5.1 Introduction; 5.2 General design; 5.3 Principal beams of solid timber; 5.4 Load-sharing systems of solid timber; 5.5 Geometrical properties of solid timber sections in service classes 1 and 2; 5.6 Principal members bending about both the x-x and y-y axes; 6. Multiple Section Beams; 6.1 Introduction; 6.2 Modification factors; 6.3 Connection of members; 6.4 Standard tables 6.5 Design example7. Glulam Beams; 7.1 Introduction; 7.2 Timber stress grades for glulam; 7.3 Strength values for horizontally or vertically laminated beams; 7.4 Appearance grades for glulam members; 7.5 Joints in laminations; 7.6 Choice of glue for glulam; 7.7 Preservative treatment; 7.8 Standard sizes; 7.9 Tables of properties and capacities of standard size in C24 grade; 7.10 Typical designs; 7.11 The calculation of deflection and bending stress of glulam beams with tapered profiles; 8. Thin Web Beams; 8.1 Introduction; 8.2 Primary design considerations; 8.3 Design examples 8.4 Web splices8.5 Web stiffeners; 8.6 Holes or slots in ply web beams; 8.7 Proprietary sections; 9. Lateral Stability of Beams; 9.1 Introduction; 9.2 Buckling of rectangular solid and glulam sections; 9.3 Design examples; 9.4 Partially restrained thin web I beams; 10. Structural Composite Lumber; 10.1 Introduction; 10.2 Kerto-LVL (Laminated Veneer Lumber); 10.3 Versa-Lam SP LVL (Laminated Veneer Lumber); 10.4 Parallam PSL (Parallel Strand Lumber); 10.5 TimberStrand (Laminated Strand Lumber); 11. Solid Timber Decking; 11.1 Introduction; 11.2 Span and end joint arrangements 11.3 Nailing of decking |
| Record Nr. | UNINA-9910144099103321 |
Ozelton E. C
|
||
| Oxford, : Blackwell, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Timber designers' manual [[electronic resource] /] / E.C. Ozelton & J.A. Baird
| Timber designers' manual [[electronic resource] /] / E.C. Ozelton & J.A. Baird |
| Autore | Ozelton E. C |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Oxford, : Blackwell, 2006 |
| Descrizione fisica | 1 online resource (558 p.) |
| Disciplina | 624.1840941 |
| Altri autori (Persone) | BairdJ. A (Jack A.) |
| Soggetto topico |
Timber - Great Britain
Building, Wooden - Great Britain Structural design - Great Britain |
| ISBN |
1-281-31880-9
9786611318802 0-470-69102-6 0-470-69000-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
TIMBER DESIGNERS' MANUAL; Contents; Preface; Acknowledgements; About the Authors; 1. The Materials Used in Timber Engineering; 1.1 Introduction; 1.2 Timber; 1.3 Plywood; 1.4 Particleboard, oriented strand board, cement-bonded particleboard and wood fibreboards; 1.5 Engineered wood products; 1.6 Mechanical fasteners; 1.7 Adhesives used in timber engineering; 2. Stress Levels for Solid Timber; 2.1 Introduction; 2.2 Derivation of basic stress and characteristic strength values; 2.3 Modulus of elasticity and shear modulus; 2.4 Grade stress; 2.5 Load sharing; 2.6 Moisture content; 3. Loading
3.1 Types of loading3.2 Load duration; 3.3 Concentrated loadings; 3.4 Dead loading; 3.5 Imposed loadings for floors; 3.6 Imposed loadings for roofs; 3.7 Snow loading; 3.8 Roof loadings on small buildings; 3.9 Wind loading; 3.10 Unbalanced loading; 3.11 Combinations of loading; 3.12 Special loadings; 4. The Design of Beams: General Notes; 4.1 Related chapters; 4.2 Design considerations; 4.3 Effective design span; 4.4 Load-sharing systems; 4.5 Load-duration factor; 4.6 Lateral stability; 4.7 Moisture content; 4.8 Bending stresses; 4.9 Depth and form factors; 4.10 Bearing; 4.11 Shear 4.12 The effect of notches and holes4.13 Shear in beams supported by fastenings and in eccentric joints; 4.14 Glue-line stresses; 4.15 Deflection; 4.16 Bending and shear deflection coefficients; 5. Beams of Solid Timber; 5.1 Introduction; 5.2 General design; 5.3 Principal beams of solid timber; 5.4 Load-sharing systems of solid timber; 5.5 Geometrical properties of solid timber sections in service classes 1 and 2; 5.6 Principal members bending about both the x-x and y-y axes; 6. Multiple Section Beams; 6.1 Introduction; 6.2 Modification factors; 6.3 Connection of members; 6.4 Standard tables 6.5 Design example7. Glulam Beams; 7.1 Introduction; 7.2 Timber stress grades for glulam; 7.3 Strength values for horizontally or vertically laminated beams; 7.4 Appearance grades for glulam members; 7.5 Joints in laminations; 7.6 Choice of glue for glulam; 7.7 Preservative treatment; 7.8 Standard sizes; 7.9 Tables of properties and capacities of standard size in C24 grade; 7.10 Typical designs; 7.11 The calculation of deflection and bending stress of glulam beams with tapered profiles; 8. Thin Web Beams; 8.1 Introduction; 8.2 Primary design considerations; 8.3 Design examples 8.4 Web splices8.5 Web stiffeners; 8.6 Holes or slots in ply web beams; 8.7 Proprietary sections; 9. Lateral Stability of Beams; 9.1 Introduction; 9.2 Buckling of rectangular solid and glulam sections; 9.3 Design examples; 9.4 Partially restrained thin web I beams; 10. Structural Composite Lumber; 10.1 Introduction; 10.2 Kerto-LVL (Laminated Veneer Lumber); 10.3 Versa-Lam SP LVL (Laminated Veneer Lumber); 10.4 Parallam PSL (Parallel Strand Lumber); 10.5 TimberStrand (Laminated Strand Lumber); 11. Solid Timber Decking; 11.1 Introduction; 11.2 Span and end joint arrangements 11.3 Nailing of decking |
| Record Nr. | UNISA-996203742803316 |
|
Ozelton E. C
|
||
| Oxford, : Blackwell, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Timber designers' manual [[electronic resource] /] / E.C. Ozelton & J.A. Baird
| Timber designers' manual [[electronic resource] /] / E.C. Ozelton & J.A. Baird |
| Autore | Ozelton E. C |
| Edizione | [3rd ed.] |
| Pubbl/distr/stampa | Oxford, : Blackwell, 2006 |
| Descrizione fisica | 1 online resource (558 p.) |
| Disciplina | 624.1840941 |
| Altri autori (Persone) | BairdJ. A (Jack A.) |
| Soggetto topico |
Timber - Great Britain
Building, Wooden - Great Britain Structural design - Great Britain |
| ISBN |
1-281-31880-9
9786611318802 0-470-69102-6 0-470-69000-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
TIMBER DESIGNERS' MANUAL; Contents; Preface; Acknowledgements; About the Authors; 1. The Materials Used in Timber Engineering; 1.1 Introduction; 1.2 Timber; 1.3 Plywood; 1.4 Particleboard, oriented strand board, cement-bonded particleboard and wood fibreboards; 1.5 Engineered wood products; 1.6 Mechanical fasteners; 1.7 Adhesives used in timber engineering; 2. Stress Levels for Solid Timber; 2.1 Introduction; 2.2 Derivation of basic stress and characteristic strength values; 2.3 Modulus of elasticity and shear modulus; 2.4 Grade stress; 2.5 Load sharing; 2.6 Moisture content; 3. Loading
3.1 Types of loading3.2 Load duration; 3.3 Concentrated loadings; 3.4 Dead loading; 3.5 Imposed loadings for floors; 3.6 Imposed loadings for roofs; 3.7 Snow loading; 3.8 Roof loadings on small buildings; 3.9 Wind loading; 3.10 Unbalanced loading; 3.11 Combinations of loading; 3.12 Special loadings; 4. The Design of Beams: General Notes; 4.1 Related chapters; 4.2 Design considerations; 4.3 Effective design span; 4.4 Load-sharing systems; 4.5 Load-duration factor; 4.6 Lateral stability; 4.7 Moisture content; 4.8 Bending stresses; 4.9 Depth and form factors; 4.10 Bearing; 4.11 Shear 4.12 The effect of notches and holes4.13 Shear in beams supported by fastenings and in eccentric joints; 4.14 Glue-line stresses; 4.15 Deflection; 4.16 Bending and shear deflection coefficients; 5. Beams of Solid Timber; 5.1 Introduction; 5.2 General design; 5.3 Principal beams of solid timber; 5.4 Load-sharing systems of solid timber; 5.5 Geometrical properties of solid timber sections in service classes 1 and 2; 5.6 Principal members bending about both the x-x and y-y axes; 6. Multiple Section Beams; 6.1 Introduction; 6.2 Modification factors; 6.3 Connection of members; 6.4 Standard tables 6.5 Design example7. Glulam Beams; 7.1 Introduction; 7.2 Timber stress grades for glulam; 7.3 Strength values for horizontally or vertically laminated beams; 7.4 Appearance grades for glulam members; 7.5 Joints in laminations; 7.6 Choice of glue for glulam; 7.7 Preservative treatment; 7.8 Standard sizes; 7.9 Tables of properties and capacities of standard size in C24 grade; 7.10 Typical designs; 7.11 The calculation of deflection and bending stress of glulam beams with tapered profiles; 8. Thin Web Beams; 8.1 Introduction; 8.2 Primary design considerations; 8.3 Design examples 8.4 Web splices8.5 Web stiffeners; 8.6 Holes or slots in ply web beams; 8.7 Proprietary sections; 9. Lateral Stability of Beams; 9.1 Introduction; 9.2 Buckling of rectangular solid and glulam sections; 9.3 Design examples; 9.4 Partially restrained thin web I beams; 10. Structural Composite Lumber; 10.1 Introduction; 10.2 Kerto-LVL (Laminated Veneer Lumber); 10.3 Versa-Lam SP LVL (Laminated Veneer Lumber); 10.4 Parallam PSL (Parallel Strand Lumber); 10.5 TimberStrand (Laminated Strand Lumber); 11. Solid Timber Decking; 11.1 Introduction; 11.2 Span and end joint arrangements 11.3 Nailing of decking |
| Record Nr. | UNINA-9910830611003321 |
|
Ozelton E. C
|
||
| Oxford, : Blackwell, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Timber designers' manual / / E.C. Ozelton & J.A. Baird
| Timber designers' manual / / E.C. Ozelton & J.A. Baird |
| Autore | Ozelton E. C |
| Edizione | [3rd ed. /] |
| Pubbl/distr/stampa | Oxford, : Blackwell, 2006 |
| Descrizione fisica | 1 online resource (558 p.) |
| Disciplina | 624.1840941 |
| Altri autori (Persone) | BairdJ. A (Jack A.) |
| Soggetto topico |
Timber - Great Britain
Building, Wooden - Great Britain Structural design - Great Britain |
| ISBN |
9786611318802
9781281318800 1281318809 9780470691021 0470691026 9780470690000 0470690003 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
TIMBER DESIGNERS' MANUAL; Contents; Preface; Acknowledgements; About the Authors; 1. The Materials Used in Timber Engineering; 1.1 Introduction; 1.2 Timber; 1.3 Plywood; 1.4 Particleboard, oriented strand board, cement-bonded particleboard and wood fibreboards; 1.5 Engineered wood products; 1.6 Mechanical fasteners; 1.7 Adhesives used in timber engineering; 2. Stress Levels for Solid Timber; 2.1 Introduction; 2.2 Derivation of basic stress and characteristic strength values; 2.3 Modulus of elasticity and shear modulus; 2.4 Grade stress; 2.5 Load sharing; 2.6 Moisture content; 3. Loading
3.1 Types of loading3.2 Load duration; 3.3 Concentrated loadings; 3.4 Dead loading; 3.5 Imposed loadings for floors; 3.6 Imposed loadings for roofs; 3.7 Snow loading; 3.8 Roof loadings on small buildings; 3.9 Wind loading; 3.10 Unbalanced loading; 3.11 Combinations of loading; 3.12 Special loadings; 4. The Design of Beams: General Notes; 4.1 Related chapters; 4.2 Design considerations; 4.3 Effective design span; 4.4 Load-sharing systems; 4.5 Load-duration factor; 4.6 Lateral stability; 4.7 Moisture content; 4.8 Bending stresses; 4.9 Depth and form factors; 4.10 Bearing; 4.11 Shear 4.12 The effect of notches and holes4.13 Shear in beams supported by fastenings and in eccentric joints; 4.14 Glue-line stresses; 4.15 Deflection; 4.16 Bending and shear deflection coefficients; 5. Beams of Solid Timber; 5.1 Introduction; 5.2 General design; 5.3 Principal beams of solid timber; 5.4 Load-sharing systems of solid timber; 5.5 Geometrical properties of solid timber sections in service classes 1 and 2; 5.6 Principal members bending about both the x-x and y-y axes; 6. Multiple Section Beams; 6.1 Introduction; 6.2 Modification factors; 6.3 Connection of members; 6.4 Standard tables 6.5 Design example7. Glulam Beams; 7.1 Introduction; 7.2 Timber stress grades for glulam; 7.3 Strength values for horizontally or vertically laminated beams; 7.4 Appearance grades for glulam members; 7.5 Joints in laminations; 7.6 Choice of glue for glulam; 7.7 Preservative treatment; 7.8 Standard sizes; 7.9 Tables of properties and capacities of standard size in C24 grade; 7.10 Typical designs; 7.11 The calculation of deflection and bending stress of glulam beams with tapered profiles; 8. Thin Web Beams; 8.1 Introduction; 8.2 Primary design considerations; 8.3 Design examples 8.4 Web splices8.5 Web stiffeners; 8.6 Holes or slots in ply web beams; 8.7 Proprietary sections; 9. Lateral Stability of Beams; 9.1 Introduction; 9.2 Buckling of rectangular solid and glulam sections; 9.3 Design examples; 9.4 Partially restrained thin web I beams; 10. Structural Composite Lumber; 10.1 Introduction; 10.2 Kerto-LVL (Laminated Veneer Lumber); 10.3 Versa-Lam SP LVL (Laminated Veneer Lumber); 10.4 Parallam PSL (Parallel Strand Lumber); 10.5 TimberStrand (Laminated Strand Lumber); 11. Solid Timber Decking; 11.1 Introduction; 11.2 Span and end joint arrangements 11.3 Nailing of decking |
| Record Nr. | UNINA-9911020016803321 |
|
Ozelton E. C
|
||
| Oxford, : Blackwell, 2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
