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Structural Timber Design to Eurocode 5 [Hardback]

  • Formāts: Hardback, 560 pages, height x width x depth: 253x182x34 mm, weight: 1064 g, 75
  • Izdošanas datums: 19-Nov-2007
  • Izdevniecība: Wiley-Blackwell (an imprint of John Wiley & Sons Ltd)
  • ISBN-10: 1405146389
  • ISBN-13: 9781405146388
Citas grāmatas par šo tēmu:
  • Formāts: Hardback, 560 pages, height x width x depth: 253x182x34 mm, weight: 1064 g, 75
  • Izdošanas datums: 19-Nov-2007
  • Izdevniecība: Wiley-Blackwell (an imprint of John Wiley & Sons Ltd)
  • ISBN-10: 1405146389
  • ISBN-13: 9781405146388
Citas grāmatas par šo tēmu:
This work provides practicing engineers and specialist contractors with detailed information and guidance in the design of timber structures based on the common rules and rules for buildings in Eurocode 5 -- Part 1-1. The book takes a step-by-step approach to the design of all of the most commonly used timber elements and connections using solid timber, glued laminated timber, and wood-based engineered products. It features numerous detailed work examples, and incorporates the requirements of the UK National Annex. Coverage includes strength and stiffness properties of timber, the lateral stability requirements of timber structures, and the design of moment-resisting rigid and semi-rigid connections. In addition to professionals, the book will also be of interest to undergraduate and postgraduate students of civil and structural engineering. Porteous is a consulting engineer specializing in timber engineering. Kermani teaches timber engineering at Napier University. Annotation ©2008 Book News, Inc., Portland, OR (booknews.com)

Structural Timber Design to Eurocode 5 is a comprehensive book which provides practising engineers and specialist contractors with 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.

The book provides a step-by-step approach to the design of all of the most commonly used timber elements and connections using solid timber, glued laminated timber or wood based structural products. It features numerous detailed worked examples, and incorporates the requirements of the UK National Annex.

It covers the strength and stiffness properties of timber and its reconstituted and engineered products; the key requirements of Eurocode 0, Eurocode 1 and Eurocode 5 - Part 1-1; the design of beams and columns of solid timber, glued laminated, composite and thin-webbed sections; the lateral stability requirements of timber structures; and the design of mechanical connections subjected to lateral and/or axial forces as well as rigid and semi-rigid connections subjected to a moment.

The Authors

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 visiting scholar and lecturer in timber engineering at Napier University.

Abdy Kermani is the Professor of Timber Engineering and R&D consultant at Napier University. He is a Chartered Engineer, Member of the Institution of Structural Engineers and Fellow of the Institute of Wood Science with over 20 years' experience in civil and structural engineering research, teaching and practice.

The authors have led several research and development programmes on the structural use of timber and its reconstituted products. Their research work in timber engineering is internationally recognised and published widely.

Also of Interest

Timber Designers' Manual

Third Edition

E.C. Ozelton & J.A. Baird

Paperback

978 14051 4671 5

Cover design by Garth Stewart

Recenzijas

"This is a must for all those involved in timber structures, their design and all things timber." ( Building Engineer )

Preface xi
Timber as a Structural Material
1(49)
Introduction
1(1)
The structure of timber
2(1)
Types of timber
3(1)
Softwoods
3(1)
Hardwoods
3(1)
Natural characteristics of timber
4(7)
Knots
4(1)
Slope of grain
5(1)
Reaction wood
5(1)
Juvenile wood
6(1)
Density and annual ring widths
6(1)
Conversion of timber
7(4)
Seasoning
11(1)
Seasoning defects
11(1)
Cracks and fissures
11(1)
Fungal decay
11(1)
Strength grading of timber
11(5)
Visual grading
12(1)
Machine grading
12(1)
Strength classes
13(3)
Section sizes
16(1)
Engineered wood products (EWPs)
16(25)
Glued-laminated timber (glulam)
18(2)
Plywood
20(2)
Laminated veneer lumber (LVL)
22(1)
Laminated Strand Lumber (LSL), TimberStrand®
22(3)
Parallel Strand Lumber (PSL), Parallam®
25(1)
Oriented Strand Board (OSB)
25(10)
Particleboards and fibre composites
35(2)
Thin webbed joists (I-joists)
37(2)
Thin webbed beams (Box beams)
39(1)
Structural insulated panels (SIPs)
40(1)
Suspended timber flooring
41(2)
Adhesive bonding of timber
43(2)
Preservative treatment for timber
45(1)
Fire safety and resistance
46(2)
References
48(2)
Introduction to Relevant Eurocodes
50(44)
Eurocodes: General structure
50(2)
Eurocode 0: Basis of structural design (EC0)
52(24)
Terms and definitions (EC0, 5)
52(1)
Basic requirements (EC0, 1)
53(1)
Reliability management (EC0, 2)
53(1)
Design working life (EC0, 3)
54(1)
Durability (EC0, 4)
54(1)
Quality management (EC0, 5)
55(1)
Principles of limit state design: General (EC0, 1)
55(1)
Design situations (EC0, 2)
56(1)
Ultimate limit states (EC0, 3)
56(1)
Serviceability limit states (EC0, 4)
56(1)
Limit states design (EC0, 5)
57(1)
Classification of actions (EC0, 1)
58(1)
Characteristic values of actions (EC0, 2)
58(1)
Other representative values of variable actions (EC0, 3)
59(1)
Material and product properties (EC0, 2)
60(1)
Structural analysis (EC0, 1)
60(2)
Verification by the partial factor method: General (EC0, 1)
62(1)
Design values of actions (EC0, 1)
63(1)
Design values of the effects of actions (EC0, 2)
63(1)
Design values of material or product properties (EC0, 3)
64(4)
Factors applied to a design strength at the ULS
68(1)
Design values of geometrical data (EC0, 4)
68(2)
Design resistance (EC0, 5)
70(1)
Ultimate limit states (EC0, 1--5)
70(4)
Serviceability limit states: General (EC0, 5)
74(2)
Eurocode 5: design of timber structures -- Part 1-1: General -- Common rules and rules for buildings (EC5)
76(11)
General matters
76
Serviceability limit states (EC5, 3)
11(68)
Load duration and moisture influences on strength (EC5, 1)
79(1)
Load duration and moisture influences on deformations (EC5, 2)
80(2)
Stress-strain relations (EC5, 2)
82(1)
Size and stress distribution effects (EC5, 3, 4 and 3)
83(2)
System strength (EC5, 6)
85(2)
Symbols
87(5)
References
92(2)
Using Mathcad® for Design Calculations
94(7)
Introduction
94(1)
What is Mathcad?
94(1)
What does Mathcad do?
95(5)
A simple calculation
95(1)
Definitions and variables
95(1)
Entering text
96(1)
Working with units
96(2)
Commonly used Mathcad functions
98(2)
Summary
100(1)
References
100(1)
Design of Members Subjected to Flexure
101(47)
Introduction
101(1)
Design considerations
101(2)
Design value of the effect of actions
103(1)
Member Span
103(1)
Design for Ultimate Limit States (ULS)
104(21)
Bending
104(11)
Shear
115(4)
Bearing (Compression perpendicular to the grain)
119(4)
Torsion
123(2)
Combined shear and torsion
125(1)
Design for Serviceability Limit States (SLS)
125(8)
Deformation
125(4)
Vibration
129(4)
References
133(1)
Examples
133(15)
Design of Members and Walls Subjected to Axial or Combined Axial and Flexural Actions
148(57)
Introduction
148(1)
Design considerations
148(2)
Design of members subjected to axial actions
150(13)
Members subjected to axial compression
150(7)
Members subjected to compression at an angle to the grain
157(5)
Members subjected to axial tension
162(1)
Members subjected to combined bending and axial loading
163(6)
Where lateral torsional instability due to bending about the major axis will not occur
163(4)
Lateral torsional instability under the effect of bending about the major axis
167(1)
Members subjected to combined bending and axial tension
168(1)
Design of Stud Walls
169(7)
Design of load-bearing walls
169(5)
Out of plane deflection of load-bearing stud walls (and columns)
174(2)
References
176(1)
Examples
177(28)
Design of Glued Laminated Members
205(43)
Introduction
205(1)
Design considerations
205(2)
General
207(4)
Horizontal and vertical glued-laminated timber
207(1)
Design methodology
207(4)
Design of glued-laminated members with tapered, curved or pitched curved profiles (also applicable to LVL members)
211(11)
Design of single tapered beams
212(4)
Design of double tapered beams, curved and pitched cambered beams
216(6)
Design of double tapered beams, curved and pitched cambered beams subjected to combined shear and tension perpendicular to the grain
222(1)
Finger joints
222(4)
Annex 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.
222(3)
Annex 2 Graphical representation of factors kl and kp used in the derivation of the bending and radial stresses in the apex zone of double tapered curved and pitched cambered beams.
225(1)
References
226(1)
Examples
227(21)
Design of Composite Timber and Wood-Based Sections
248(44)
Introduction
248(1)
Design considerations
249(1)
Design of glued composite sections
249(19)
Glued thin webbed beams
249(11)
Glued thin flanged beams (Stressed skin panels)
260(8)
References
268(1)
Examples
268(24)
Design of Built-Up Columns
292(46)
Introduction
292(1)
Design considerations
292(1)
General
293(1)
Bending stiffness of built-up columns
294(17)
The effective bending stiffness of built-up sections about the strong (y--y) axis
295(2)
The effective bending stiffness of built-up sections about the z--z axis
297(2)
Design procedure
299(4)
Built-up sections -- spaced columns
303(5)
Built-up sections -- latticed columns
308(3)
Combined axial loading and moment
311(1)
Effect of creep at the ULS
312(1)
References
313(1)
Examples
313(25)
Design of Stability Bracing, Floor and Wall Diaphragms
338(34)
Introduction
338(1)
Design considerations
338(1)
Lateral bracing
339(9)
General
339(2)
Bracing of single members (subjected to direct compression) by local support
341(3)
Bracing of single members (subjected to bending) by local support
344(1)
Bracing for beam, truss or column systems
345(3)
Floor and roof diaphragms
348(3)
Limitations on the applicability of the method
348(1)
Simplified design procedure
349(2)
The in-plane racking resistance of timber walls under horizontal and vertical loading
351(6)
The in-plane racking resistance of timber walls using Method B in EC5
352(5)
References
357(1)
Examples
358(14)
Design of Metal Dowel Type Connections
372(80)
Introduction
372(3)
Metal dowel type fasteners
372(3)
Design considerations
375(1)
Failure theory and strength equations for laterally loaded connections formed using metal dowel fasteners
375(21)
Dowel diameter
382(1)
Characteristic fastener yield moment (My, Rk)
382(1)
Characteristic Embedment strength (fh)
383(3)
Member thickness, t1 and t2
386(2)
Friction effects and axial withdrawal of the fastener
388(2)
Brittle failure
390(6)
Multiple dowel fasteners loaded laterally
396(4)
The effective number of fasteners
396(3)
Alternating forces in connections
399(1)
Design Strength of a laterally loaded metal dowel connection
400(1)
Loaded parallel to the grain
400(1)
Loaded perpendicular to the grain
400(1)
Examples of the design of connections using metal dowel type fasteners
401(1)
Multiple shear plane connections
401(2)
Axial loading of metal dowel connection systems
403(5)
Axially loaded nails
403(3)
Axially loaded bolts
406(1)
Axially loaded dowels
406(1)
Axially loaded screws
406(2)
Combined laterally and axially loaded metal dowel connections
408(1)
Lateral stiffness of metal dowel connections at the SLS and ULS
409(6)
Frame analysis incorporating the effect of lateral movement in metal dowel fastener connections
415(1)
References
416(1)
Examples
417(35)
Design of Joints with Connectors
452(31)
Introduction
452(1)
Design considerations
452(1)
Toothed-plate connectors
452(7)
Strength behaviour
452(7)
Ring and shear-plate connectors
459(6)
Strength behaviour
459(6)
Multiple shear plane connections
465(1)
Brittle failure due to connection forces at an angle to the grain
466(1)
Alternating forces in connections
466(1)
Design strength of a laterally loaded connection
466(2)
Loaded parallel to the grain
466(1)
Loaded perpendicular to the grain
467(1)
Loaded at an angle to the grain
468(1)
Stiffness behaviour of toothed-plate, ring and shear-plate connectors
468(1)
Frame analysis incorporating the effect of lateral movement in connections formed using toothed-plate, split-ring or shear-plate connectors
469(1)
References
469(1)
Examples
470(13)
Moment Capacity of Connections Formed with Metal Dowel Fasteners or Connectors
483(45)
Introduction
483(1)
Design considerations
483(1)
The effective number of fasteners in a row in a moment connection
484(1)
Brittle failure
485(1)
Moment behaviour in timber connections: rigid model behaviour
485(12)
Assumptions in the connection design procedure
486(2)
Connection design procedure
488(2)
Shear strength and force component checks on connections subjected to a moment and lateral forces
490(7)
The analysis of structures with semi-rigid connections
497(6)
The stiffness of semi-rigid moment connections
497(3)
The analysis of beams with semi-rigid end connections
500(3)
References
503(1)
Examples
504(24)
Appendix A: Weights of Building Materials 528(2)
Appendix B: Related British Standards for Timber Engineering in Buildings 530(2)
Appendix C: Outline of Draft Amendment A1 to EN 1995-1-1 532(4)
Index 536(6)
The Example Worksheets Disks Order Form 542
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 visiting scholar and lecturer in timber engineering at Napier University. Abdy Kermani is the Professor of Timber Engineering and R&D consultant at Napier University. He is a Chartered Engineer, Member of the Institution of Structural Engineers and Fellow of the Institute of Wood Science with over 20 years' experience in civil and structural engineering research, teaching and practice. The authors have led several research and development programmes on the structural use of timber and its reconstituted products. Their research work in timber engineering is internationally recognised and published widely.