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Basics Timber Construction
STEIGER2007

Together with masonry construction, timber construction is usually one of the first building exercises encountered by the student in his or her training. This volume begins by presenting the building material timber in all of its facets and explaining , Introduction.- Building material.- Timber.- Growth.- Timber moisture.- Qualities.- Ways of cutting.- Loadbearing properties.- Timber construction products.- Solid timber.- Timber materials.- Construction panels.- Timber protection.- Timber selection.- Str

SPRINGER VERLAGSISBN: 3764381028   PGS: N/AList: 16.50     YOUR PRICE: 15.68
Creep in Timber Structures, 1st Ed.
MORLIER, P.1994
Routledge - TAYLOR & FRANCISHISBN: 0419188304   PGS: N/AList: 230.00     YOUR PRICE: 218.50
Design of Structural Elements; Concrete, Steelwork, Masonry and Timber Design to British Standard, 2nd Ed.
ARYA, CHANAKYA2003
Routledge - TAYLOR & FRANCISHISBN: 0415268443   PGS: N/AList: 260.00     YOUR PRICE: 247.00
Design of Structural Elements; Concrete, Steelwork, Masonry and Timber Design to British Standard, 2nd Ed.
ARYA, CHANAKYA2002
Routledge - TAYLORSISBN: 0415268451   PGS: N/AList: 59.99     YOUR PRICE: 56.99
Economics of the Tropical TimberTrade
BARBIER/BURGESS 1994
Introduction Tropical Forest Resources and International Trade The Status of Forest Resources Changes in Forest Resources Production and Trade Future Trends in Supply and Demand Conclusions and Policy Implications The Timber Trade and Tropical Deforestation Is Deforestation an Economic Problem? Trade as an Incentive for Forest Management Environmental Impacts of Timber Production The Links between Trade and Deforestation Conclusions The Market for Tropical Timber Products Industrialized Countries Tropical Developing Countries Consumer Prices, Substitution and Demand Conclusions Tropical Forest Policies and The Environment Domestic Market and Policy The Effect on Forest Management Concessions and Property Rights Forest Pricing and Its Administration Macro-Economic Policy Conclusion Trade Interventions in Exporting Countries Restrictions by Exporting Countries The Impact of Export Restrictions Trade Liberalization by Exporting Countries Domestic Environmental Policy Conclusion Trade Interventions in Importing Countries Restrictions by Importing Countries The Impact of Import Restrictions Trade Liberalization by Importing Countries Impacts of Environmental Regulation by Importing Countries Conclusions Measures for the Sustainable Use of Forests Identifying and Assessing Options The Feasibility of Unilateral Interventions The Feasibility of Multilateral Interventions Conclusions Assessment of Trade Policy Options Do Nothing Measures to Alter the Pattern of Trade Raising Revenues for Sustainable Forest Management Certification Conclusions Epilogue, References, Index Index
ST. LUCIE - CRC - TAYLOR & FRANCIS & FRASISBN: 1853832197   PGS: 192List: 104.95     YOUR PRICE: 99.70
Goss's Roofing Ready Reckoner: Metric Cutting and Sizing Tables for Timber Roof Members, 4th Edition
Chris N. Mindham (BSc, Managing Director2007
CONTENTS: 1. Introduction.@p2. Roofing terminology.@p3. Calculating the size of timber members.@p4. Calculating the length and cutting angles of timber members,.@pData tables 5 degrees – 74 degrees.@p5. Wall plates – strapping and gable strapping.@p6. Wind bracing and openings for Dormers and roof windows.@p7. Roofing metalwork and fixings.@p8. Roof coverings – felt, battens and tiles,.@pa) Underlay and battens,.@pb) Insulation and ventilation,.@pc) Choosing the covering.@p9. Roof covering – building detail drawings,.@p1) Slates,.@p2) Concrete interlocking tiles,.@p3) Plain tiles.@p4) Felt shingles,.@p5) Metal tiles.@p10. Tools & Equipment.@p11. Health and safety issues – Considerations.@pBibliography.@pIndex
Wiley-BlackwellSISBN: 1405159219   PGS: 192List: 29.99     YOUR PRICE: 28.49
Holzleimbau / Laminated Timber Construction
MULLER2000
Tragwerke in Holzleimbau gehören zu den visuell faszinierendsten Arten, weite Räume zu überspannen. Die Einsatzmöglichkeiten sind bautypologisch vielfältig und reichen von Dachkonstruktionen über Hallen bis hin zu Brücken. Die eleganten, schlanken Konstru,
SPRINGER VERLAGHISBN: 3764362676   PGS: N/AList: 73.95     YOUR PRICE: 70.25
Non-Timber Forest Products: Medicinal Herbs, Fungi, Edible Fruits and Nuts, and Other Natural Products from the Forest, 1st Ed.
Emery, Marla R2001
CRC - TAYLOR & FRANCISISBN: 1560220880   PGS: 0List: 52.95     YOUR PRICE: 50.30
Non-Timber Forest Products: Medicinal Herbs, Fungi, Edible Fruits and Nuts, and Other Natural Products from the Forest, 1st Ed.
Emery, Marla R2001
CRC - TAYLOR & FRANCISSISBN: 1560220899   PGS: 0List: 41.95     YOUR PRICE: 39.85
Overexploitation or Sustainable Management? Action Patterns of the Tropical Timber Industry; The Case of Para (Brazil) 1, 1st Ed.
SCHOLZ, IMME2001
Routledge - TAYLOR & FRANCISHISBN: 0714651540   PGS: N/AList: 190.00     YOUR PRICE: 180.50
Principles of Timber Design for Architects and Builders
Don A. Halperin; G. Thomas Bible1994
Material Properties. Beam Design. Axial Loads. Connections. Trusses. Glue--Laminated Arches. Plywood. Appendix.
WileyHISBN: 0471557684   PGS: 416List: 135.00     YOUR PRICE: 128.25
Structural Detailing in Timber: A Comparative Study of British, European and American Codes and Practices, 1st Ed.
Bangash, M.Y.H.2009
Whittles Publishing - TAYLOR & FRANCISHISBN: 1420068342   PGS: 256List: 180.95     YOUR PRICE: 171.90
Structural Timber Design to Eurocode 5
Jack Porteous (Napier Univ., Edinburgh);2008
CONTENTS: Preface.@p.@p1. Timber as a Structural Material.@p1.1 Introduction.@p1.2 The structure of timber.@p1.3 Types of timber.@p1.3.1 Softwoods.@p1.3.2 Hardwoods.@p1.4 Natural characteristics of timber.@p1.5 Strength grading of timber.@p1.5.1 Visual grading.@p1.5.2 Machine grading.@p1.5.3 Strength classes.@p1.6 Section sizes.@p1.7 Engineered wood products (EWP).@p1.7.1 Glued laminated timber (Glulam).@p1.7.2 Plywood.@p1.7.3 Laminated veneer lumber (LVL).@p1.7.4 Laminated Strand Lumber (LSL), TimberStrand(r).@p1.7.5 Parallel Strand Lumber (PSL), Parallam(r).@p1.7.6 Oriented Strand Board (OSB).@p1.7.7 Particleboards and fibre composites.@p1.7.8 Thin webbed joists (I-joists).@p1.7.9 Thin webbed beams (Box beams).@p1.7.10 Structural Insulated Panels (SIPs).@p1.8 Suspended timber flooring.@p1.9 Adhesive bonding of timber.@p1.10 Preservative treatment for timber.@p1.11 Fire safety and resistance.@p1.12 References.@p2. Introduction to relevant Eurocodes.@p2.1. Eurocodes – General Structure.@p2.2. Eurocode 0 – Basis of structural design – (EC0).@p2.2.1. Terms and definitions (EC0, 1.5).@p2.2.2. Basic Requirements (EC0, 2.1).@p2.2.3. Reliability Management (EC0, 2.2).@p2.2.4. Design Working Life (ECO, 2.3).@p2.2.5. Durability (EC0, 2.4).@p2.2.6. Quality Management (EC0, 2.5).@p2.2.7. Principles of limit state design – General (EC0, 3.1).@p2.2.8. Design Situations (EC0, 3.2).@p2.2.9. Ultimate limit states (EC0, 3.3).@p2.2.10. Serviceability limit states (EC0, 3.4).@p2.2.11. Limit state design (EC0, 3.5).@p2.2.12. Classification of actions (EC0, 4.1.1).@p2.2.13. Characteristic values of actions (EC0, 4.1.2).@p2.2.14. Other representative values of variable actions (EC0, 4.1.3).@p2.2.15. Material and product properties (EC0, 4.2).@p2.2.16. Structural analysis (EC0, 5.1).@p2.2.16.1. General.@p2.2.16.1.1. Linear Elastic Analysis (based on linear stress/strain and moment/curvature laws).@p2.2.16.1.2. Non-linear Analysis.@p2.2.16.2. Structural analysis requirements for timber and wood based.@pstructures.@p2.2.17. Verification by the partial factor method - General (EC0, 6.1).@p2.2.18. Design values of actions (EC0, 6.3.1).@p2.2.19. Design values of the effects of actions (EC0, 6.3.2).@p2.2.20. Design values of material or product properties (EC0, 6.3.3).@p2.2.20.1. Load duration classes.@p2.2.20.2. Service classes.@p2.2.20.3.@p2.2.21. Factors applied to a Design strength at the ULS.@p2.2.22. Design values of geometrical data (EC0, 6.3.4).@p2.2.23. Design resistance (EC0, 6.3.5).@p2.2.24. Ultimate limit states (EC0, 6.4.1 to 6.4.5).@p2.2.25. Serviceability limit states – General (EC0, 6.5).@p2.2.25.1. Vibration.@p2.2.25.2. Deflection.@p2.3. Eurocode 5: Design of timber structures – Part 1-1: General – Common rules and rules for buildings (EC5).@p2.3.1. General matters.@p2.3.2. Serviceability limit states (EC5, 2.2.3).@p2.3.3. Load duration and moisture content influences on strength (EC5, 2.3.2.1).@p2.3.4. Load-duration and moisture influences on deformations (EC5, 2.3.2.2).@p2.3.4.1. SLS Analyses.@p2.3.4.2. ULS Analyses.@p2.3.5. Stress-Strain relations (EC5, 3.1.2).@p2.3.6. Size and stress distribution effects (EC5, 3.2, 3.3, 3.4 and 6.4.3).@p2.3.7. System Strength (EC5, 6.6).@p2.4. Symbols.@p2.5. References.@p.@p3. Using Mathcad(r) for Design Calculations .@p3.1. Introduction.@p3.2. What is Mathcad ? [1].@p3.3. What does Mathcad do ? [2].@p3.3.1. A simple calculation [2].@p3.3.2. Definitions and variables [2].@p3.3.3. Entering text [2].@p3.3.4. Working with units [2].@p3.3.5. Commonly used Mathcad functions.@p3.3.5.1.Maximum and minimum values.@p3.3.5.2.Conditional statement.@p3.4. Summary.@p3.5. References.@p4. Design of members subjected to flexure.@p4.1. Introduction.@p4.2. Design considerations.@p4.3. Design value of the effect of actions.@p4.4. Member Span.@p4.5. Design for Ultimate Limit States (ULS).@p4.5.1. Bending.@p4.5.1.1. Bending (where the relative slenderness ratio for bending about the major axis is ≤ 0.75).@p4.5.1.2. Bending (where the relative slenderness ratio for bending about the major axis > 0.75).@p4.5.1.3. Bending of notched members.@p4.5.2. Shear.@p4.5.2.1. Shear stress with a stress component parallel to the grain.@p4.5.2.2. Shear stress with both stress components perpendicular to the grain (rolling shear).@p4.5.3. Bearing (Compression perpendicular to the grain).@p4.5.3.1. Bearing stress when the member is resting on supports.@p4.5.3.2. Bearing stress when the member is resting on a continuous support.@p4.5.4. Torsion.@p4.5.5. Combined shear and torsion.@p4.6. Design for Serviceability Limit States (SLS).@p4.6.1. Deformation.@p4.6.1.1. Deformation due to bending and shear.@p4.6.1.2. Deformation due to compression over supports.@p4.6.2. Vibration.@p4.6.2.1. Machine enforced vibrations.@p4.6.2.2. Footstep (Footfall) induced vibrations.@p4.7. References.@p4.8. Examples.@p5. Design of members and walls subjected to axial or combined axial and flexural actions.@p5.1. Introduction.@p5.2. Design considerations.@p5.3. Design of members subjected to axial actions.@p5.3.1. Members subjected to axial compression.@p5.3.2. Members subjected to compression at an angle to the grain.@p5.3.3. Members subjected to axial tension.@p5.4. Members subjected to combined bending and axial loading.@p5.4.1. Where lateral torsional instability due to bending about the major axis will not occur.@p5.4.2. Lateral torsional instability under the effect of bending about the.@pmajor axis.@p5.4.3. Members subjected to combined bending and axial tension.@p5.5. Design of Stud Walls.@p5.5.1. Design of load-bearing walls.@p5.5.1.1. Design of stud walls subjected to axial compression.@p5.5.1.1.1. Stud design.@p5.5.1.1.2. Plate design.@p5.5.1.2. Design of stud walls subjected to combined out of plane bending and axial compression.@p5.5.1.2.1. Stud design.@p5.5.1.2.2. Plate design.@p5.5.2. Lateral deflection of load-bearing stud walls (and columns).@p5.6. References.@p5.7. Examples.@p6. Design of glued laminated members .@p6.1. Introduction.@p6.2. Design considerations.@p6.3. General.@p6.3.1. Horizontal and vertical glued laminated timber.@p6.3.2. Design methodology.@p6.4. Design of glued laminated members with tapered, curved or pitched curved profiles (also applicable to LVL members).@p6.4.1. Design of single tapered beams.@p6.4.2. Design of double tapered beams, curved and pitched cambered beams.@p6.4.2.1. Bending and radial stress in the apex zone – for double tapered and pitched cambered beams.@p6.4.2.1.1. Bending stress in the apex zone.@p6.4.2.1.2. Radial stress in the apex zone.@p6.4.2.2. Bending and radial stress in the apex zone – of a curved beam.@p6.4.2.2.1. Bending stress in the apex zone.@p6.4.2.2.2. Radial stress in the apex zone.@p6.4.2.3. Bending strength in the apex zone – for double tapered beams, curved beams and pitched cambered beams.@p6.4.2.4. Radial tensile strength in the apex zone – for double tapered beams, curved beams and pitched cambered beams.@p6.4.2.5. Criterion for bending stress – for double tapered beams, curved beams and pitched cambered beams.@p6.4.2.6. Criterion for radial tension stress – for double tapered beams, curved beams and pitched cambered beams.@p6.4.3. Design of double tapered beams, curved and pitched cambered beams subjected to combined shear and tension perpendicular to the grain.@p6.5. Finger joints.@p6.6. References.@p6.7. Examples.@pAnnex 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.@pAnnex 6.2 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..@p7. Design of composite timber and wood based sections.@p7.1. Introduction.@p7.2. Design considerations.@p7.3. Design of glued composite sections.@p7.3.1. Glued thin webbed beams.@p7.3.1.1. Strength Analysis of glued thin webbed beams.@p7.3.1.1.1. Stresses in the flanges.@p7.3.1.1.2. Bending, shear and buckling stresses in the web.@p7.3.1.2. Displacement at the SLS.@p7.3.1.3. Str
Wiley-BlackwellHISBN: 1405146389   PGS: 560List: 154.99     YOUR PRICE: 147.24
Sustainable Timber Design
Dickson, Michael2010
Taylor & FrancisSISBN: 0415468086   PGS: 192List: 62.95     YOUR PRICE: 59.80
Sustainable Timber Design
Dickson, Michael2010
Taylor & FrancisHISBN: 0415468078   PGS: 192List: 155.00     YOUR PRICE: 147.25
Systems in Timber Engineering
KOLB2008

Timber construction has become completely modernized. It has gained considerably in market share with respect to competing building materials and is dominated by systems such as frame and solid timber construction.

Every timber construction is ,

SPRINGER VERLAGHISBN: 3764386894   PGS: N/AList: 99.00     YOUR PRICE: 94.05
Timber Booms and Institutional Breakdown in Southeast Asia
Michael L. Ross2001
In this book, Michael L. Ross explores the breakdown of the institutions that govern natural resource exports in developing states. Using case studies of timber booms in Indonesia, Malaysia, and the Philippines, he shows that these institutions often break down when states receive positive trade shocks--unanticipated windfalls. Drawing on the theory of rent-seeking, he suggests that these institutions succumb to a problem he calls "rent-seizing"--the predatory behavior of politicians who seek to supply rent to others, and who purposefully dismantle institutions that restrain them.
CAMBRIDGE UNIV. PRESSISBN: 0521791677   PGS: N/AList: 65.00     YOUR PRICE: 65.00
Timber Construction
HUGUES2004
New materials and stricter energy-efficiency requirements have brought about radical changes in timber construction in recent years. Whether built on site or pre-fabricated, this publication provides a concise survey of modern timber construction, the mat,
SPRINGER VERLAGSISBN: 3764370329   PGS: N/AList: 46.95     YOUR PRICE: 44.60
Timber Construction for Trade, Industry, Administration
RUSKE2004
Timber construction has always been a domain of pre-fabrication, with material specifications, design, statics and production practices playing important roles. Wood materials also have a sympathy bonus, making them eminently suitable for creating a human,
SPRINGER VERLAGHISBN: 3764370084   PGS: N/AList: 89.95     YOUR PRICE: 85.45
Timber Construction Manual, 5th Edition
American Institute of Timber Constructi2004
Preface. General Nomenclature. 1. Timber Construction 1.1 Introduction. 1.2 Economy. 1.3 Permanence. 1.4 Seasoning, Handling, Storage, and Assembly. 1.5áFire Safety. 2. Physical Properties of Wood. 2.1áGeneral. 2.2áSpecific Gravity and Specific Weight of Commercial Lumber Species. 2.3 Dimensional Changes Due to Moisture and Temperature. 2.4áThermal Insulating Properties. 2.5 Wood in Chemical Environments. 2.6áAcoustical Properties. 2.7áElectrical Properties. 2.8 Coefficient of Friction. 3. Timber Design. 3.1 General. 3.2 Loads and Forces.á ááááá 3.3 Design Values. 3.4 Adjustment Factors. 3.5 Serviceability and Deflection. 3.6 Camber. 3.7 Ponding. 4.áStructural Members. 4.1 General. 4.2 Bending Members. 4.3 Torsion. 4.4áAxially Loaded Members. 4.5. General Equations. 4.6 Tapered Straight Beams. 4.7 Curved Members. 4.8 Arches. 5. Timber Connections and Fasteners. 5.1 General. 5.2áAdjustment Factors. 5.2 Net and Effective Section. 5.3 Angle of Load to Grain. 5.5áLoad at Angle to Fastener Axis. 5.6 Effect of Treatment. 5.7 Uplift and Anchorage Loads. 5.8áFastener Row and Group Tear Out. 5.9 Fasteners Installed in End Grain. 5.10 Bearing. 5.11 Bolts and Lag Screws Loaded Laterally. 5.12 Fasteners Loaded in Withdrawal. 5.13 Fasteners Loaded Laterally and in Withdrawal. 5.14 Wood Screws. 5.15 Nails and Spikes. 5.16 Drift Pins. 5.17 Staples. 5.18 Light Metal Framing Devices. 5.19 Metal Truss Plate Connections. 5.20 Split Ring and Shear Plate Connectors. 5.21 Moment Splices. 5.22á áTimber Rivets. 5.23 Wood Joinery. 5.24 Detailing. 6.áStructural Systems. 6.1 General. 6.2áPost and Beam. 6.2 Pole Construction, Post-Frame Construction, and Timber Piles. 6.3 Sheathing and Decking. 6.4 Timber Trusses. 6.5 Structural Diaphragms. 6.7. Timber Bridges. 7. Load and Resistance Factor Design. 7.1 Introduction. 7.2 Design Values. 7.3 Load Combinations and Load Factors. 7.4 Resistance Factors. 7.5 Time Effect Factor. 7.6 Adjustment Factors. 7.7 Design Checks. 7.8 Design Example. 7.9áConclusion. 8. Reference Information. 8.1 Typical Construction Details. 8.2 Standard Appearance Grades for Structural Glued Laminated Timber. 8.3 Guide for Specifying Structural Glued Laminated Timber. Appendix. References. Index.áá
WileyHISBN: 047123687X   PGS: N/AList: 185.00     YOUR PRICE: 175.75
TIMBER CONSTRUCTION MANUAL, FIFTH EDITION
NONE LISTED2007
The definitive design and construction industry source for building with wood, both sawn lumber and structural glude laminated timber. The Fifth Edition features an improved organization of content to provide architects, engineers, contractors, educators, and the laminating and fabricating industry up-to-date technical data and recommendations on engineered timber construction with essential knowledge of wood and its application to specific design considerations. It includes: The latest design procedures for timber construction, featuring through updates of all recommended design criteria for timber members, systems, and fasteners An entirely new chapter on Load and Resistance Factor Design (LRFD) and an updated section on the chemical properties of wood The latest design and construction codes, including the 2001 NDS for Wood. AITC 117-2004, and examples featuring ASCE 7-02 and IBC 2003. More cross-referencing to other available AITC standards and less superfluous full citations result in a leaner book with more useful, up-to-date information.
ICC - INTERNATIONAL CODE CONNCILISBN: 9148S00   PGS: 496List: 163.00     YOUR PRICE: 154.85
Timber Decay in Buildings; The Conservation Approach to Treatment, 1st Ed.
RIDOUT, BRIAN1999
Routledge - TAYLOR & FRANCISHISBN: 0419188207   PGS: N/AList: 89.95     YOUR PRICE: 85.45
Timber Designers' Manual, 3rd Edition
E. C. Ozelton; J. A. Baird2006
CONTENTS: The materials used in timber engineering; Stress levels for solid timber; Loading; The design of beams - general notes; Beams of solid timber; Multiple section beams; Glulam beams; Thin web beams; Lateral stability of beams; Structure composite lumber; Solid timber decking; Deflection. Practical and special considerations; Tension members; General design of compression members; Columns of solid timber; Multi-member columns; Glulam columns; Mechanical joints; Glue joints, including finger joints; Stress skin panels; Trusses; Structural design for fire resistance; Consideration of overall stability; Preservation.Durability.Moisture content; Considerations for the structural use of hardwood; Prototype testing; Design to eurocode 5; Miscellaneous tables
Wiley-BlackwellSISBN: 1405146710   PGS: 560List: 104.99     YOUR PRICE: 99.74
Timber Engineering
Editor: Sven Thelandersson (Lund Univer2003
List of Contributors. Preface. Timber Engineering - General Introduction (Sven Thelandersson). PART ONE: BASIC PROPERTIES OF WOOD-BASED STRUCTURAL ELEMENTS. Introduction: Wood as a Construction Material (Sven Thelandersson). Grading of Timber with Respect to Mechanical Properties (Carl-Johan Johansson). Structural Timber - Variability and Statistical Modelling (Tord Isaksson). Mechanical Performance and Modelling of Glulam (Erik Serrano). Engineered Wood Products for Structural Purposes (Frank Lam, Helmut Prion). Fracture Perpendicular to Grain - Structural Applications (Per Johan Gustafsson). Strength Under Long-term Loading  (Preben Hoffmeyer). Effects of Climate and Climate Variations on Strength (Alpo Ranta-Maunus). PART TWO: DESIGN ASPECTS OF TIMBER STRUCTURES. Introduction: Safety and Serviceability in Timber Engineering (Sven Thelandersson). Reliability of Structures with Timber and Wood-Based Products (Ricardo O. Foschi). Design of Structures based on Glulam, LVL and Other Solid Timber Products (Hans J. Larsen). Short- and Long-term Deformations of Timber Structures (Annika Mårtensson). Vibrations of Timber Floors: Serviceability Aspects (Ian Smith). Design for Earthquake Resistance (Erol Karacabeyli and Marjan Popovski). PART THREE: JOINTS AND STRUCTURAL ASSEMBLIES. Introduction: Fasteners, Joints and Composite Structures (Hans J. Larsen). Joints with Dowel-type Fasteners (Hans J. Blass). Structural Adhesive Joints Including Glued-in Bolts (Simon Aicher). Trusses and Joints with Punched Metal Plate Fasteners (Jacob Nielsen). Shear Walls and Diaphragms (Helmut G.L. Prion, Frank Lam). Composite Structures (Ario Ceccotti). Index.
JOHN WILEY & SONSHISBN: 0470844698   PGS: 456List: 165.00     YOUR PRICE: 156.75
TIMBER FRAMER'S WORKSHOP: Joinery, Design & Construction of Traditional Timber Frames
STEVE CAMPBELL2001
Contents: Introduction to Timber Framing; Tools; Structural DEsign Considerations; Bent Framing & Joinery Design; Tension Joinery; Roof Framing & Truss Design; Timber & Wood Technology; Tips $ Techniques; Journey Details; Timber Frame Plans; Builders math & Engineering
FOX MAPLE PRESSSISBN: 188926900X   PGS: 251List: 30.00     YOUR PRICE: 28.50
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