1111111111111 010127664 7 L--- ~ 1++ I ID } 1s~7 lt ?o Introduction to Wood Design 2011 Edition A learning guide to complement the Wood Design Manual Canadian Wood Council Conseil LIBRARY canadien B.C. INSTITUTE OF TECHNOLOGY du bois 3700 WILLINGDON AVENUE BURNABY, B.C. VSG 3H2 --~- Introduction to Wood Design Table of Contents Introduction 1.1 General Information ............................................................................................................... 1-3 Safety, Reliability and Serviceability 2.1 General Information ............................................................................................................... 2-3 2.2 Design Methods .................................................................................................................... 2-5 2.3 Ultimate and Serviceability Limit States ................................................................................ 2-9 2.4 Structural Reliability ............................................................................................................ 2-11 2.5 Reliability of Wood and Engineered-Wood Products ......................................................... 2-19 2.6 Tables .................................................................................................................................. 2-21 Loads 3.1 General Information .............................................................................................................. 3-3 3.2 Structural Loads .................................................................................................................... 3-5 ,---- 3.3 Tables .................................................................................................................................. 3-23 Structural Form 4.1 General Information ............................................................................................................... 4-3 4.2 Factors Influencing Structural Form ...................................................................................... 4-5 4.3 Wood-Frame Construction ................................................................................................. 4-17 4.4 Post and Beam Construction .............................................................................................. 4-21 4.5 Special Structural Forms ..................................................................................................... 4-25 4.6 Lateral Resistance ............................................................................................................... 4-29 4.7 Tables .................................................................................................................................. 4-31 Design Properties of Wood 5.1 General Information ............................................................................................................... 5-3 5.2 Basic Properties .................................................................................................................... 5-5 5.3 Modification Factors ........................................................................................................... 5-21 5.4 Tables .................................................................................................................................. 5-25 Wood Products 6.1 General Information ............................................................................................................... 6-3 6.2 Main Structural Members ...................................................................................................... 6-5 6.3 Sheathing and Decking ....................................................................................................... 6-29 6.4 Tables .................................................................................................................................. 6-37 Bending Members 7.1 General Information ............................................................................................................... 7-3 7.2 Sawn Lumber Bending Members ......................................................................................... 7-5 7.3 Glulam Bending Members .................................................................................................. 7-21 7.4 Tables .................................................................................................................................. 7-33 Compression Members 8.1 Compression Members ......................................................................................................... 8-3 8.2 Tables .................................................................................................................................. 8-11 iv Introduction to Wood Design Tension Members 9.1 Tension Members .................................................................................................................. 9-3 Combined Axial Loads and Bending Members 10.1 Combined Compression and Bending Members ................................................................ 10-3 10.2 Combined Tension and Bending Members ...................................................................... 10-11 Connections 11.1 General Information ............................................................................................................. 11-3 11.2 General Requirements ........................................................................................................ 11-5 11.3 Split Ring and Shear Plate Connectors ............................................................................. 11-11 11 .4 Bolts and Dowels .............................................................................................................. 11-27 1 11.5 Drift Pins ............................................................................................................................ 11-37 11 .6 Lag Screws ....................................................................................................................... 11-43 11.7 Timber Rivets .................................................................................................................... 11-47 11.8 Truss Plates ....................................................................................................................... 11-53 11 .9 Nails and Spikes ................................................................................................................ 11-55 11 .10 Joist Hangers .................................................................................................................... 11-65 11 .11 Wood Screws .................................................................................................................... 11-67 11.12 Tables ................................................................................................................................ 11-71 Lateral Load Resisting Systems 12.1 General lnformation ............................................................................................................. 12-3 12.2 Shearwall and Diaphragm Action ........................................................................................ 12-5 12.3 Analysis Considerations ...................................................................................................... 12-7 12.4 Construction ...................................................................................................................... 12-11 12.5 Design Procedures ............................................................................................................ 12-15 12.6 Examples ........................................................................................................................... 12-27 12.7 Seismic Design Considerations for Shearwalls and Diaphragms ..................................... 12-37 Sample Building 13.1 General Description ............................................................................................................. 13-3 13.2 Glulam Roof Beam - Simply Supported at Columns ........................................................ 13-13 13.3 Glulam Roof Beam - Cantilever and Suspended .............................................................. 13-15 13.4 Tongue and Groove Decking in Garden Centre ................................................................ 13-21 13.5 Sawn Timber Roof Purlin in Garden Centre ...................................................................... 13-23 13.6 Glulam Header Beam in Garden Centre ........................................................................... 13-25 13. 7 Glulam Roof Header Beam in Office ................................................................................. 13-27 13.8 Wood I-Joist in Office ....................................................................................................... 13-31 13.9 Interior Glulam Column in Showroom ............................................................................... 13-33 13.1O Exterior Bearing Stud Wall in Warehouse ......................................................................... 13-35 13.11 Bolted Connection of Header to Exterior Column ............................................................ 13-37 13.12 Shear Plate Beam-to-Column Connection in Office ......................................................... 13-39 13.13 Timber Rivet Hanger Connection ...................................................................................... 13-43 13.14 Lateral Loads: East-West Direction ................................................................................... 13-47 13.15 Lateral Loads: North-South Direction ............................................................................... 13-55 13.16 Roof Diaphragm and Chords ............................................................................................ 13-59 ---._ 13.17 Shearwall, Chords and Tie-Down Connections ................................................................ 13-61 Appendix A.1 lndex ...................................................................................................................................... A-3 Introduction to Wood Design Introduction 1.1 General lnformation ............................................ 1-3 \ 1-2 Introduction Introduction to Wood Design 1-3 1.1 General Information PURPOSE CWC maintains products for facilitating design and construction, including: Introduction to Wood Design has been • Wood Design Manual prepared to facilitate and encourage the instruction of wood engineering at Canadian • WoodWorks® Design Software universities and colleges. The information • Permanent Wood Foundations has been prepared in consultation with • The Span Book professors to ensure its relevance to the way wood engineering is taught. • Engineering Guide for Wood Frame Construction These notes focus on the engineering aspects of wood design, which are of primary CWC also publishes a variety of technical concern to students of engineering. The bulletins, workbooks and fact sheets that information is also of value to architecture include examples of wood buildings, design students for developing an understanding details and comparisons between wood and of structural design principles. other framing materials. These smaller publications can be downloaded free from Courses are most often custom tailored by CWC's web site at www.cwc.ca. The web each professor. The course content at each site also contains design tools and general university or college will vary depending on information for students and designers the lecture time available and the personal wanting to learn more about wood and style and preferences of each professor. wood design. These course notes are meant to cover a wide range of subjects. For some courses, Every effort has been made to ensure all the material may be relevant. For other that the data and information in courses, the professor is of course at liberty Introduction to Wood Design are to select those subject areas which best suit accurate and complete. The ewe the time available and the level of familiarity does not, however, assume any of the students. responsibility for errors or omissions in the book nor from any designs or Introduction to Wood Design is intended to plans prepared from it. be continually upgraded to meet changing needs. If students or professors have ewe provides technical assistance to suggestions for additions, corrections ~designers. If you require information about or additional design examples, please products, design, or publications, you may contact the Canadian Wood Council. contact ewe as follows: Email: [email protected] CANADIAN WOOD COUNCIL Web Site: www.cwc.ca The Canadian Wood Council (CWC) is Errata available at: privately funded by the manufacturers www.tools.cwc.ca/books of Canadian wood and engineered wood products. CWC prepares and distributes technical information to facilitate the use of wood products, and is active in the development and improvement of building codes and standards throughout North America. ____ _/ ) 1-4 Introduction Introduction to Wood Design 1-5 REFERENCE MATERIALS WoodWorks® is a family of software design programs. WoodWorks® Sizer offers a Introduction to Wood Design is intended to conceptual design mode for initial sizing be used in conjunction with the Wood Design and options analysis. It also offers detailed Manual 2010. This manual includes CSA design capability for beams and columns 086-09 Engineering Design in Wood. It also including the generation of shear and moment includes information and selection tables diagrams. WoodWorks® Connections provides which simplify the design process for the detailed designs for wood beam and wood examples used in this textbook. The manual column connections. WoodWorks® Shearwalls is also the reference wood design document is the module that designs shearwalls and which is used by practising Canadian connections for lateral wind and seismic loads. engineers. It is suggested that once students are accus The National Building Code of Canada tomed to using the member selection tables (NBCC) is the model building code in Canada in the Wood Design Manual, they become that forms the basis of most building design acquainted with WoodWorks® programs to in the country. In terms of structural design, check designs and investigate alternative the NBCC specifies loads, while material solutions. resistance is referenced through using the material Standards. In the case of wood, CSA In this way, students will learn the basics, Standard 086 provides the designer with the while also learning methods for facilitating means of calculating the resistance values the design procedures they will apply during their careers. of wood. Additional information on loads is found in the companion document to the WoodWorks® programs are available to NBCC - NBC 2010 Structural Commentaries schools. For more information, contact (Part 4). the Canadian Wood Council. In the design examples, references will be noted as follows: SAMPLE BUILDING WDM - Wood Design Manual 2010 The design examples in Chapter 13 of this CSA 086 - CSA 086-09 Engineering Design publication are based on a sample building. in Wood In this Chapter, the assignment of loads and the design of members and connections NBCC - National Building Code are interdependent, thus allowing students of Canada to develop an understanding of the design NBCC-SC - User's Guide - NBC 2010 process for all structural aspects of a Structural Commentaries (Part 4) building design. The Canadian Wood Council wishes to WOOD AS AN assist students to become familiar with wood design by having them attain an ENGINEERING MATERIAL understanding of the basic properties Wood has a long history in Canada as a of wood, and learning design from first principles. ewe also recognizes that wood building material. design is made easier with design aids. Once students have learned the basics, the Wood Design Manual offers many shortcuts for member selection. 1-6 Introduction