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Be able to calculate wood-frame diaphragm deflection using the 2008 SDPWS. Understand methods used to identify wood species used as structural members in existing buildings. This has led to code change proposals for the 2021 IBC, expanding Type IV construction for tall “mass timber” buildings. Understand how to use the appendix to this article to see specific changes in the 2018 IBC/IEBC, Comprehend where to find additional information regarding the 2018 IBC/IEBC. Topics covered will include relevant International Residential Code (IRC) references, AWC’s Design for Code Acceptance 6 (DCA6) – Prescriptive Residential Deck Construction Guide, and other relevant documents. Understand how a wood podium is designed for durability and longevity using non-traditional systems and methods. WOOD: Wood Products Processing : Faculty of Forestry: WRDS: Arts Studies in Writing : Faculty of Arts: WRIT * University Writing Centre Courses : Centre for Continuing Education: ZOOL: Zoology : Faculty of … Elements and subassemblies which receive loads both directly and as part of the main wind force resisting system, such as wall studs, must be checked independently for MWFRS loads and C&C loads. Mid-ply Shear Walls - a technique for increased shear capacity. Code-referenced standards currently require such adhesives to pass a bond line shear test at elevated temperatures as a demonstration of this performance. wood products. Understand how to design wood structural panels to resist wind loads. The central question of this course: “why study wood?” If “why study wood” is the question, one answer would be that it is the only raw material available to us that is truly renewable in human life span terms. Many fire departments have limited experience in planning and response to these complex buildings. Due to the great success of DES340-Cornucopia of Classic Connection Conundrums presentation, this program includes discussion about wood-based connection design based on numerous help desk questions and feedback from design professionals. Education credits for 1 Hour of Instruction will be awarded. Design provisions and equations from the 2015 NDS and reference design values from the 2015 NDS Supplement will be used to calculate capacities for these elements under various loading conditions. For WFCM wind load calculations, Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) is used. The course may offer 'Full Course, No Certificate' instead. Information gathered from years of frequently asked questions related to building code provisions for decks, deck construction details, and AWC’s Design for Code Acceptance 6 (DCA6) – Prescriptive Residential Wood Deck Construction Guide will be presented. Products covered are lumber, glued-laminated timber (glulam), cross-laminated timber, structural composite lumber, wood I-joists, and wood structural panels. The standard five-year MEng is also available for the three Mechanical Engineering courses. Become familiar with current wood-based construction systems and techniques. Understand the types of connections WoodWorks® software designs, how to use the software, how to view the design results and the connection drawing output. Engineered wood is innovative, adaptable, and efficient. Focus on hazards that can occur during the shutdown, Apply model codes and standards that pertain to safety precautions during construction, Identify best practices regarding housekeeping, equipment, flammable and combustible materials, and other hazardous activities on construction sites, “Light’s Out Plan, identify steps to take before shutting down the site to ensure fire safety. available. Recently, the international architecture, engineering, and construction industries have developed renewed interest in specifying and using wood in multi-storey building designs mainly due to its aesthetics, versatility, environmental benefits and cost-effectiveness. The intensive research performed by the Committee will be presented in addition to the resulting proposals, developed by Committee consensus and submitted to the ICC Code Development Process. It addresses a range of topics such as roadwork safety, rigging, fall arrest, excavation safety etc. Abandoned and unprotected construction sites pose a risk to the community. Similar to NLT and GLT, in addition to its structural capabilities, CLT is specified for aesthetic appeal, structural simplicity and speed of construction. wood buildings allowed under the 2015 IBC. Information on engineering with wood, properties of wood and designing with wood. Be familiar with changes in the 2015 WFCM and how they impact structural design. Apply special provisions for design of wood structures that involve compartmentalization and sprinkler systems. Describe the application of NDS Chapter 16 which can be utilized to design up to 2-hours of fire-resistance for exposed wood members. Analyze wood- and gypsum-sheathed diaphragms using prescriptive and engineered procedures. Learn how to apply LCA to earn credits in the National Green Building Standard (NGBS). The Wood products Engineering Department at the University of Ibadan on Academia.edu Modern timber bridges combine the use of solid wood, plywood, laminated timbers like glued-laminated timber, laminated veneer lumber (LVL), parallel strand lumber (PSL) and cross-laminated timber (CLT). This program is designed to provide background and information to fire departments that may experience the construction of large area buildings in their community. 2 Architectural Engineering degrees. Prescriptive approaches such as those outlined in AWC's 2015 Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings tend to provide conservative results. The Department of Wood Science was formed in 1982 as one of the three departments including Forest and Conservation Sciences and Forest Resources Management that comprise the Faculty of Forestry at the University of British Columbia. Learn about some of the software programs that are currently acceptable for LCA. Wood University courses are constructed to give you the knowledge you need to better specify, utilize and sell engineered wood products. Most of the changes in the NDS are a result of the adoption of the ASCE/SEI Standard 7-16 Minimum Design Loads and Associated Criteria for Buildings and Other Structures which includes increased wind loads. Be able to discuss the impact of changes in the BC Building Code, combined with the BC Wood First Act. Based on information first published in the Structural Engineers Association of California (SEAOC) 2018 Conference Proceedings , this paper summarizes the background to these proposals, technical research that supported their adoption, and resulting changes to the IBC and product-specific standards. Learning Objectives: The Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings (ANSI/AWC WFCM-2012) is referenced in the 2012 International Building Code and 2012 International Residential Code. Understand reasons for the changes to the IBC and the wood design standards. This presentation provides an overview of the Force Transfer Around Openings (FTAO) shear wall design approach, recent research in this area, and a side-by-side comparison of design results between segmented, perforated, and FTAO design methods. A range of structural elements are included such as sawn lumber, structural glued laminated timber, wood structural panel sheathing, I-joists, and trusses. Yes, Coursera provides financial aid to learners who cannot afford the fee. DCA 6 includes guidance on provisions of the 2009 International Residential Code (IRC) pertaining to single level residential wood deck construction. Develop strategies and tactics to suppress a fire on a construction site of a large area building. As a Civil Engineering student, this course has been very helpful for me. Describe technology advances and standards related to mass timber products. This presentation will focus on the prescriptive compliance paths for meeting the energy requirements of the 2012 International Residential Code (IRC) and the 2012 International Energy Conservation Code (IECC). In early 2016, the ICC Board of Directors approved the creation of an ad hoc committee to explore the building science of tall wood buildings with the scope being to investigate the feasibility of and take action to develop code changes for tall wood buildings. The Wood Technology Research Centre at the University of Canterbury was fully established at the end of 1996 as a means of information exchange among staff engaged in wood-related research, to facilitate the shared use of research facilities, enhance research programmes and to promote technology transfer to end users. Understand the significant changes between the 2005 and. This presentation examines how fire resistance ratings in the 2015 International Building Code (IBC) apply to mass timber and heavy timber construction. Invent creative solutions. Even before cross-laminated timber (CLT) was recognized in the 2015 IBC, there was growing interest to use it in the US by designers seeking a sustainable construction product, with a reduced on-site construction time, all while exploiting the natural beauty of wood to provide a pleasing environment to occupants. Originally this course was given as a series of six online webinars and have now been adapted as a self-paced online learning course. This presentation takes the mystery out of the 2012 International Building Code (IBC) parameters for wood in commercial non-residential and multi-family residential construction. Upon completing the course, your electronic Certificate will be added to your Accomplishments page - from there, you can print your Certificate or add it to your LinkedIn profile. This webinar builds on the three previous Load, Load Path, and Connections webinars to describe how loads must be transferred through the building to reach the foundation system. Equivalencies: 2.0 Hour of Instruction = 0.2 Continuing Education Units (CEU) = 2.0 Professional Development Hours (PDH) = 2.0 Learning Units (LU). Wood-frame shear wall and diaphragm code issues are discussed including deflection equations, detailing requirements, and limitations on the use of wood in seismic design. Restate goals and objectives of work groups and committees interested in mass tall timber construction. Identify the necessary AWC standards to assist with shear wall design. As compliance with modern energy codes becomes more complex, designers, builders and code officials are looking to more thoroughly understand requirements, especially those that offer flexibility in design. forests and products, visit www.naturallywood.com; The Future of Tall Wood. Be aware of the updated language relating to glued laminated timber (glulam) and new glulam adjustment factors. This presentation highlights 2012 International Building Code (IBC), 2010 Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) and the 2008 Special Design Provisions for Wind and Seismic (SDPWS) requirements applicable to the seismic design of wood structures. Equivalencies: 1 Hour of Instruction = 0.1 Continuing Education Unit (CEU) = 1 Professional Development Hour (PDH) = 1 Learning Unit (LU). by CZ Feb 11, 2020. This course highlights remarkable buildings where the use of wood as a structural or finish material has made a unique contribution, with a focus on indoor air quality, acoustics, physical health, and a natural, positive human response to wood that has always been intuitive, but is increasingly being proven by research and experience. Calculation of wood-frame diaphragm deflection should account for bending and shear deflections, fastener deformation, chord splice slip, and other contributing sources of deflections. This presentation will provide background on relevant NDS provisions governing structural design of connections for CLT members, present a design example, and discuss fire protection requirements specified in NDS and AWC’s newly updated Technical Report 10 – Calculating the Fire Resistance of Wood Members and Assemblies (TR10). For WFCM load calculations, Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) is used. Become familiar with relevant design references and standards for specifying wood products. This course will provide a brief overview of code and standards development to give context to current building code allowances and design procedures as well as future code pursuits. Wood CEDengineering.com PDH courses offered under the Wood subcategory include Lumber Stress Grades and Design Properties, Determining Allowable Design Values for Wood, Use of Wood in Buildings and Bridges, and more. This presentation identifies many best management practices and places emphasis on personal accountability of all stakeholders in the process. Final qualification: Bachelor of Engineering (B.Eng.) There also will be information on building materials and construction industry efforts to reduce fire losses. When will I have access to the lectures and assignments? A career in engineering can be exciting and extremely valuable, finding solutions to some of the newest and oldest challenges we as humans face. Solutions for nailed, screwed, and bolted connections will be presented, along with specific information on calculating shear capacity as well as withdrawal capacity. by AH Feb 14, 2018. Mass timber fire resistance ratings when fully exposed or provided with some degree of noncombustible protection is addressed based on current and proposed future code provisions. Thinking about your next spring project or do you have a client that needs a wood deck designed? Participants will investigate past and current methods for determining force transfer around openings for wood shear walls through discussion of the joint research project of APA – The Engineered Wood Association, the University of British Columbia (UBC), and the USDA Forest Products Laboratory (FPL). Discuss the code requirements that may apply to floor-wall intersections in Type III platform construction and examine example solutions from DCA3. This presentation will include code requirements, compliance options, and nuances related to fire-resistance rated assemblies, fire design of exposed wood members, and flame-spread performance of wood products. Identify the building code requirements for sound transmission and how these are addressed in DCA3. AWC's 2018 National Design Specification® (NDS®) for Wood Construction is referenced in US building codes Apply 2015 IBC provisions for building size limits when wood is used as the primary structural element for buildings within its scope. Be familiar with reference design values from the, Be familiar with design value adjustment factors from the. The concept of taller wood structures has captured widespread attention. Be able to utilize the example deflection calculation in future design work as a model for their own calculations. Reference to connector products available in the marketplace will be made without identifying particular manufacturers. Recognize how mass timber for mid- and high-rise structures provides for higher quality buildings to be constructed faster and safer. Part 1 will provide an overview of appropriate loads to apply to residential structures and work through the roof story design. This course is intended to increase student awareness of safety issues relevant to the Building and Civil Engineering Technology industry. In short, wood is a far more diverse, green, and renewable resource than you might have imagined. Become familiar with relevant product standards and grade stamps associated with wood products. I am glad that I took this informative course. Thank you for sharing that knowledge. Give examples of code changes in Appendix A for fasteners and framing provisions. The International Code Council’s (ICC) International Building Code (IBC) Chapter 17 is titled Structural Tests and Special Inspections. Become familiar with a number of technology advances and standards related to nail-laminated timber, glued-laminated timber and cross-laminated timber. Fueled by APA – The Engineered Wood Association's extensive resources, Wood University's goal is to expand your understanding of engineered wood products and applications through an easy-to-navigate web format. This course will feature techniques for designing connections for wood members utilizing AWC's 2015 National Design Specification® (NDS®) for Wood Construction and Technical Report 12 - General Dowel Equations for Calculating Lateral Connection Values (TR12). Provisions contained in this document that are not included in the IRC are considered good practice recommendations. In addition, new options for wall/floor intersection details for Type III construction will be explained, as well as using the DCA-3 assemblies for complying with code requirements for sound transmission. Understand significant changes between the 2012 and 2015 NDS. The recent increase in demand for mass timber construction and the 2021 IBC inclusion of Type IVA, IVB and IV construction which will allow mass timber buildings to be built to 18 stories, has stimulated the design and code official community to ramp up its knowledge of this innovative construction. Understand code requirements for flame spread performance of wood products. The current editions, designated ANSI/AWC NDS-2015 and ANSI/AWC SDPWS-2015, were approved as ANSI American National Standards in 2014. Examples include thrust connection loads on rafters and span impacts due to rafter ties; interior and exterior wall loads and related wall stud compression stresses; and hip and valley, and ridge beam capacity requirements. Apply code provisions for the non-structural use of wood in buildings, such as for finishes, appendages, siding, and trim. Using Design of Wood Frame Buildings for High Wind, Snow, and Seismic Loadings (2012 WFCM Workbook) this 2-part hands-on session provides a design example, helpful checklist, and background information for design of a wood-frame structure in accordance with the 2012 WFCM. Be knowledgeable of the basic requirements for a, Understand material requirements for use in a, Be aware of related standards required to design a. It is strongly encouraged to view the recorded webinar of STD350 - Significant Changes to the 2018 WFCM prior to this course. Several of the links were dead, but other than that, great information in a very easy to follow manner. Acquire knowledge on resources to develop solutions for resisting wind loads. Compare the difference between the 3-term and 4-term deflection equation in the 2015 SDPWS. While all units contain interesting and useful information, some units may be of varying interest to you, depending on whether you're a designer, builder, retailer or student. Equivalencies: 1 Hour of Instruction = 0.1 Continuing Education Units (CEU) = 1 Professional Development Hours (PDH) = 1 Learning Units (LU). Recognize new code provisions for special inspection of tall mass timber structures. List when a special inspection may be required on a structure. CCWD was produced in partnership with the This article provides background on special inspections for wood construction in addition to discussion on related topics such as prefabricated wood components, special inspections for lateral resistance, and structural observation as it pertains to the 2012 and 2015 IBC. Become familiar with a number of technology advances and standards related to glued-laminated beams. The 2012 Wood Frame Construction Manual (WFCM) will be used as the basis for loads and load paths that must be determined in design of low-rise wood frame construction. AWC's 2008 Special Design Provisions for Wind and Seismic (SDPWS) contains provisions for wood structural panel shear walls designed to resist shear and uplift forces simultaneously, as well as wind uplift forces alone. This course will discuss the 2015 SDPWS provisions for distributing shear using the deflection calculation approach and effects on calculated design shear capacity of a shear wall line. Not only does CLT meet all of these attributes, but it also provides excellent thermal separation and can be designed to provide up to two hours of fire resistance and even more when protected. Be familiar with relevant new provisions for Cross-Laminated Timber. Highlighted in this presentation will be the recently completed first mass timber building project on the campus of Clemson University, and plans for a second building. Additionally, the WoodWorks® Design Office’s Sizer program, version 12 (released January 2019) which enables CLT floor and roof design, will be used to demonstrate the structural design. Best Engineering Courses in Nigeria. Conduct a standard design check for the limit states of strength and deflection for a tall wood stud Participants will learn about changes in the 2018 NDS to address increased wind loads and gain an overview of the standard. Discuss the special provisions of International Building Code Section 510 and give examples of their applications in common building configurations. When you purchase a Certificate you get access to all course materials, including graded assignments. The presentation will include an overview of the manufacturing of glued engineered wood products and the applicable code-referenced standards. For this article, all changes noted are to the IBC; any changes to the IEBC will be specifically called out. The primary function of any wood finish (paint, varnish, and stain, for example) is to protect the wood surface, help maintain a certain appearance, and provide a cleanable surface. Discuss allowable building size calculators and review their capabilities in analyzing single- and multi-occupancy buildings. The 2018 International Building Code (IBC) published by the International Code Council and the National Design Specification® (NDS) for Wood Construction published by the American Wood Council are both now available. discusses options and strategies that designers and specifiers can use to choose the best solutions suited for Browse the list below, search by location or discipline, or find a seminar by typing keywords in the search tool. Additionally, all three products offer sustainable qualities as they are manufactured from a renewable resource and store carbon. Inventive use of wood solutions to solve every day design and construction challenges will demonstrate the beauty and diversity of value-added B.C. Be able to explain how systems can be implemented into buildings and comply with the building code. View Wood Engineering Lab Report.pdf from CAEE 202 at Drexel University. Utilize an introduction to CLT as incorporated in the. 6. There are three approaches referenced in the ICC 700 National Green Building Standard that allow for life cycle analysis (LCA) of products, built-up assemblies, or entire structures. AWC's 2015 Special Design Provisions for Wind and Seismic (SDPWS), 2015 Wood Frame Construction Manual (WFCM), and 2015 WFCM High Wind Guides contain provisions for the design of perforated wood structural panel shear walls. PCS/TDY Student Lodging. When properly designed, wood frame structures will resist damage by moisture and living organisms. We'll calculate your UCAS points & connect you to a personalised list of courses for you to compare. Identify recent changes to the building code. Be able to identify code acceptance of nail-laminated timber, glued-laminated timber and cross-laminated timber. The 2018 WFCM uses gravity and lateral loads based on ASCE 7-16 Minimum Design Loads and Associated Criteria for Buildings and Other Structures. This presentation will cover the available U.S. design standards and methods being used by engineers on these projects. This article provides and overview of the 2015 Code Conforming Wood Design (CCWD) document, Material properties for fasteners as well as connected materials including wood-to-wood, wood-to-steel, and wood-to-concrete will be discussed. The Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings (ANSI/AWC WFCM-2018) has been updated and is referenced in the 2018 International Building Code (IBC) and 2018 International Residential Code (IRC). Login; Register; Browse Courses; Home; Login. Familiar with the significant changes between the 2012 and 2015 NDS and supplement. Manufacturers, distributors, and builders are all reporting a critical need for training as they rebuild from the recession and hire new employees. Become acquainted with the unique fire resistive characteristics of nail-laminated timber, glued-laminated timber and cross-laminated timber as it influences the use of wood in building construction. Wood building elements are recognized for retaining their structural integrity despite the loss of fiber and cross-section due to charring. This presentation reviews building code fundamentals for fire performance and establishing fire resistance, the basis for using the DCA-3 assemblies for code compliance, and the correct use of the tables and assemblies in fire design. This course will provide an overview of common questions and challenges with design and construction of residential wood decks. Using plans from a 2-story residence, participants prescriptively design the structure to resist high wind, seismic, and typical residential gravity loads. Looking for Online PDH courses for engineering credits? The course provides all newly commissioned Engineer Officers with the technical and tactical knowledge and skills that are essential to success as a platoon leader. The 2012 WFCM is referenced in the 2012 International Building Code and 2012 International Residential Code. Course Length 1 - 5 Hours 6 - 10 Hours 11 - 15 Hours 16 - 23 Hours 24 - 29 Hours 30+ … For WFCM load calculations, Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) is used. Identify the Types of Construction in the IBC which allow wood construction, Determine how to calculate maximum building height and area, Describe the methods of establishing fire resistance, Understand the safety precautions needed during construction. Be familiar with provisions of the 2015 WFCM and High Wind Guides and relevant references in the 2015 International Residential Code (IRC) and 2015 International Building Code. Often selected for aesthetic reasons or its unparalleled design flexibility, both offer superior structural performance combined with long term durability. Equivalencies: 1.5 Hours of Instruction = 0.15 Continuing Education Units (CEU) = 1.5 Professional Development Hours (PDH) = 1.5 Learning Units (LU). This article provides an overview of the significant changes in the 2012 WFCM relative to the previous 2001 edition. This course will feature a bolt design example utilizing AWC's 2015 National Design Specification® (NDS®) for Wood Construction. Protection of wood frame structures to provide maximum service-life involves four methods of control, which can be handled by proper design and construction: (1) control moisture content of wood, (2) provide effective termite controls, (3) use of durable materials such as naturally durable or preservative treated wood, and (4) quality assurance. Recognize and apply appropriate code changes as outlined and delineated in tables within this article. Hundreds of wood decks get built every year and some without the proper guidance for designing or constructing a safe deck. For any project, a thorough understanding of the interaction between wind loads and material properties is key to the design process. Changes to the 2021 International Building Code allow for construction of mass timber buildings with larger heights and areas than is currently permitted in Types III, IV, and V construction. Structural and fire protection characteristics of mass timber will be discussed as well as IBC code provisions that allow their specification in both residential and commercial applications for a wide variety of occupancies. To get the best results for Undergraduate Architectural Engineering degree courses, simply enter your predicted grades here. The course may not offer an audit option. Able to analyze format and content within the 2015 NDS. Equivalencies: 1.5 Hours of Instruction = 0.15 Continuing Education Units (CEU) = 1.5 Professional Development Hours (PDH)=1.5 Learning Units (LU). This course discusses the growing acceptance of mid-rise light wood frame construction. Recall some of the components of wood bridges and boardwalks. Specification® (NDS®) for Wood Construction and 2015 Special Design Provisions for Wind and Seismic This presentation provides background on special inspections for wood construction, in addition to discussion on related topics such as prefabricated wood components and special inspections for lateral resistance as it pertains to the 2018 IBC. Discuss application of NDS design provisions for beams, columns, connections, and calculating design values. Design provisions and equations from the 2015 and 2018 NDS and reference design values from the 2018 NDS Supplement will be used to calculate capacities under various loading conditions. Become familiar with the new generation of tall wood structures around the world. Discover the structural challenges associated with a wood podium and gain a better understanding of the collaboration necessary with the structural engineer. This article will provide an introduction to historic wood structures and modern innovative wood structures. and used to design wood structures worldwide. Be knowledgeable about preservative treated wood and naturally durable species, grading issues, and tips on preventing moisture-related insect and fungal attack. Connection design philosophy and behavior, an overview of 2015 NDS provisions related to bolt design including local stresses in fastener groups, and a detailed design example are included. It was implemented in two phases, beginning in December, 2005. Please note that AWC, AIA, ICC, and NCSEA do not warrant that a program complies with the continuing education requirements in all jurisdictions. Able to identify the similarities and differences with respect to design values, tabulated values, and behavioral equations. This presentation provides background on special inspections for wood construction in addition to discussion on related topics such as prefabricated wood components, special inspections for lateral resistance, and structural observation as it pertains to the 2012 and 2015 IBC. Diagnose common challenges faced when designing and building residential wood decks and how to overcome them. If you want to see the best engineering courses in Nigeria, here’s the list. Each example will include discussion of design value adjustment factors and load combinations. The case for using wood in mid-rise multi-story construction is continuing to grow - fuelled in large part by rising costs, green building mandates, and the need for urban intensification. Be able to analyze individual components of the deflection equations to determine their magnitude of impact on total deflection. Topics will include: maximum building sizes through the use of pre-calculated tables for eight multi-story occupancies, with and without frontage and sprinkler increases; establishing required fire resistance; special provisions for pedestal buildings; precautions required for buildings under construction; criteria for finishes, appendages, and other wood features; and the scoping of referenced wood design standards and Chapter 23 provisions. Participants will learn about changes in the 2012 NDS and Supplement relative to previous editions and gain an overview of the standard. Compare and contrast the segmented shear wall and perforated shear wall approach to design. While in most aspects the course follows standard introductory mechanics courses for engineers, special attention is paid to elasticity and strength in cellular and anisotopic materials like solid wood and bio-based composites. The primary focus of this program is on large buildings during construction. Understand how testing is used to assess the added fire resistance time associated with non-combustible materials applied to mass timber elements in standardized E119 tests and be able to evaluate the results of those tests. This preview shows page 12 - 14 out of 163 pages. The WFCM prescriptive method will is used to illustrate the magnitude and applied location for loads applicable to low-rise wood frame construction. Wood handbook--Wood as an engineering material. Learn about the engineering basis of prescriptive tables used to size wood members and connections to resist high wind, seismic, and snow loads in the roof story system. An overview of appropriate loads to apply to residential structures will be provided. Example problems showing how to apply tabular solutions offered in the High Wind Guide will also be presented. Participants will conclude that research results obtained from this study can be used to support different design methodologies in estimating forces around openings accurately. Recognize the unique fire resistive characteristics of mass timber as it influences the use of wood in building construction. Many hazards can be addressed before they become an issue by adoption of best practices and rigorous code enforcement. Explain the types of assemblies described in DCA3 and how the tables can be used. This webinar builds on the two previous Load and Load Path webinars and describes how connectors are used to create load paths in the structure and how the 2012 Wood Frame Construction Manual (WFCM) and calculated loads are used to determine connector type and size. Forest & Wood Products Australia (FWPA) builds the resources of WoodSolutions Campus with "Timber Engineering" – a new online course. Search Courses >> “As a practicing engineer, RedVector provides me a convenient way to get necessary credits.” ~ James M., RedVector Continuing Education User . AWC offers education through two avenues: independent eCourses and live presentations. There are several design tools and standards to assist engineers, architects, and building officials with the design of shear walls. This presentation will provide an overview of the significant changes to wood design and construction provisions relative to previous editions and include design examples. CORRIM Fact Sheet: The Role of Forests, Management, and Forest Products on Carbon Mitigation. Describe the development process for allowable heights, areas, and number of stories permitted for tall mass timber types of construction, Evaluate the new fire barrier requirements, Recognize provisions for construction site fire prevention, Recite the owner responsibilities for fire resistance elements. List some of the challenges and possible resolutions to building bridges and boardwalks with wood. Maintenance of existing materials is as important as proper material selection. Determining proper code applications for designing for fire-resistance in wood-frame construction can be challenging. Changes to the 2021 International Building Code allow for construction of mass timber buildings with larger heights and areas than is currently permitted in Types III, IV, and V construction. ... Mahdy holds a Doctor of Philosophy and a Master of Engineering Science in Civil and Environmental Engineering from the University of Western Ontario, Canada (Wind-Structural). It is recognized that there are significant differences in the roles of various organizations in preventing fire. Significant changes relate to incorporation of cross laminated timber, open front diaphragms and cantilever diaphragms. Applications for the use of CLT include roof and floor systems as well as wall systems. Understand design requirements and available resources for both prescriptive and engineered deck designs. Topics include how the IBC incorporates fire testing and calculation methods to quantify fire resistance as well as how various materials, including wood, behave when exposed to high temperatures in fires. Examples include NDS Appendix E Local Stresses in Fastener Groups, NDS 3.4.3.3 shear design of members at connections, resources for power-driven fasteners such as ISANTA ESR 1539, and detailing requirements for high capacity shear walls and diaphragms. This presentation will provide a step-by-step design example of CLT used in a wall application to resist gravity loads as well as design for exposure to fire per the 2018 National Design Specification® (NDS®) for Wood Construction and AWC’s TR-10 – Calculating the Fire Resistance of Wood Members and Assemblies. Learn about hybrid systems using wood being developed and used in new structures. Discuss how a wood bridge can be installed while addressing environmental concerns. This course will examine two very different projects, a luxury apartment complex and a senior housing/mixed use project. resistance. Evaluate a prescriptive and engineered design methodology for perforated wood shear walls. Familiar with the significant changes between the 2015 and 2018 IBC wood provisions. Participants will work through roof, wall, and floor system designs including shear walls and appropriate connections between roof, floor, wall, and foundations to maintain load path. Learn how fire resistance ratings of wood assemblies and mass timber are calculated. Recognize how wood used as a structural and finish material contributes to key elements of occupant environment including indoor air quality, acoustic performance, and physical health. This course covers the analysis of lightweight wood framed buildings and the behaviour of flexible and rigid diaphragms. Increasingly, new landmark projects and research are proving timber bridges are a viable alternative to bridges made of other materials. Identify codes and standards that regulate fire safety during construction, Identify common causes of construction fires, Define the role of various parties in reducing the risk of construction fires, List steps that can be taken to reduce the risk of construction fires. Today, UK engineering graduates are as high in demand as ever, thanks to our world-class universities and world-famous culture of innovation. More questions? Per the International Building Code (IBC), structures using wood shear walls and diaphragms to resist wind and seismic lateral loads shall be designed and constructed in accordance with AWC's Special Design Provisions for Wind and Seismic (SDPWS). In this presentation, detailing for elevator, stair and mechanical shafts will be discussed along with relevant code provisions. OVERALL RATING . Review worldwide mass timber project examples built by Lendlease, comparing construction techniques and carbon advantages to traditional building methods. Civil Engineering Materials Laboratory connects students to the measurements and techniques used in civil engineering. Identify and understand the basic shear wall system to resist lateral seismic loads. Examine evidence confirming the positive human response to wood for its aesthetic qualities and connection to nature. Heavy timber construction (Type IV in the International Building Code) is one of the oldest building types used in the United States. Login; Register; Browse Courses; Home; Support; Login | Register. Where noted, the country's accreditation board standard has been used and cited. Why do some wood structures last for centuries while others “just go away”? ENTER GRADES. Be familiar with the ever-growing family of traditional and engineered wood products (EWP's) and their unique characteristics, including: Be familiar with the standards that form the basis for the manufacture, development of design stresses, and design procedures for each product. Apply the reference design values from the NDS Supplement. Be familiar with the design approaches outlined in the 2015 WFCM. By the end of the course, learners will be able to: Describe some of the code changes for Fire Resistance and Sprinklers in the built environment. Increasingly, wood framing is also being used in commercial and industrial buildings. Further, they will be able to distinguish when and where non-combustible protection can be omitted. footing, wall bracing, roof framing, and I-Joists. This course is an introduction to the ever-growing family of traditional and engineered wood products (EWP). Attendees will learn to use prescriptive tables to size wood members and connections to resist high wind, seismic, and snow loads in the wall and floor systems. Familiar with design techniques for small and large wood members, panel products, and wood assemblies. The presentation will provide an overview of the significant changes to the DCA 6 and include several examples showing application of the guide. Describe the state of the wood products market and how you fit within its framework, Summarize the various types of mass timber products available and the research conducted to make them viable solutions, Determine why you should ask for wood in your next building construction project and the benefits of doing so, Discuss the role that forests have in sustainable buildings. Be familiar with significant changes between the 2012 and. This article provides an overview of changes for the 2015 Permanent Wood Foundation (PWF) Design Study of the growth and structure of wood and how these influence wood strength, durability, preservation, and fire protection. Map. It is good course regarding wood and its uses. This article reviews the prescriptive engineered design tools and standards, progression and overview of provisions, tabulated values for uplift capacity, and requirements for installation and illustrations for nailing per the 2008 SDPWS. This presentation will provide an overview of the significant changes for wood design per AWC's National Design Specification® (NDS) for Wood Construction. If you don't see the audit option: What will I get if I purchase the Certificate? Results from several interesting projects will be presented—including those from the inspection of USS Constitution (Old Ironsides). Recognize the items examined during a special inspection. their 2015/2016 code development cycle. Identify solutions that other countries are implementing for mid-rise wood construction. Equivalencies: 1 Hours of Instruction = 0.1 Continuing Education Units (CEU) = 1 Professional Development Hours (PDH) = 1 Learning Units (LU). Be familiar with tabulated values and their basis in WFCM Chapter 2 for wind loads. World-class faculty are exploring everything from pulsars to nanoscale technology. This presentation will provide an overview of some of the significant code changes for wood construction per the International Code Council's 2015 International Building Code (IBC) and American Wood Council's 2015 National Design Specification® (NDS®) for Wood Construction and 2015 Special Design Provisions for Wind and Seismic (SDPWS). Civil Engineering Materials Laboratory connects students to the measurements and techniques used in civil engineering. The 2015 WFCM includes design information not only for lateral loads, but for gravity loads including snow, roof live, floor live, and dead loads on buildings up to 3 stories. Unique characteristics for each product are highlighted and relevant production and design standards for products are included as well as information related to qualifying the sustainable characteristics of these products using Environmental Product Declarations. Evaluate special inspection requirements as required for high-load diaphragms. Understand applicable lateral and gravity loads from ASCE 7-10 for headers within the WFCM scope. Be aware of code and standard updates relevant to CLT and other mass timber elements, Be aware of notable mass timber structures around the globe, Learn about current tall wood building projects and resources. In your final year, you’ll focus on an area of interest with a major project. Cross-laminated timber (CLT) has been in use worldwide for over 15 years, but most notably in Europe. Allowable stress design (ASD) examples, excerpted from the 2015 SDPWS Commentary are included. 6 - Prescriptive Residential Deck Construction Guide, http://awc.org/codes-standards/publications/dca6, BCD306 – Prescriptive Residential Wood Deck Construction Guide (DCA6-2015 Version), BCD307 – Deck FAQs: Deciphering DCA6 and More, BCD310 – 2018 IRC Significant Changes to Deck Provisions, BCD410-1 – 2012 International Building Code Essentials for Wood Construction, BCD420 – International Building Code (IBC) Essentials for Wood Construction Based on the 2015 IBC, BCD420-A – Updating Code Conforming Wood Designs, BCD425 – Choosing Construction Type Just Got Easier: Design Tools to Simplify IBC Chapter 5, BCD430 – 2018 IBC Essentials for Wood Construction, https://www.awc.org/pdf/building-codes/ccwd/CCWD_Complete_2018.pdf, BCD500 – DCA3: Fire-Resistance and Sound Ratings for Wood-Frame Assemblies, BCD600 – Meeting Residential Energy Requirements with Wood-Frame Construction, BCD710 – Special Inspection for Wood Construction, BCD710-1 – Special Inspections for Wood Construction, BCD710-A – Special Inspection for Wood Construction, BCD800 – Calculation of Sound Transmission Parameters for Wood-Frame Assemblies, DES125 – Design Considerations of Wood Frame Structures for Permanence, DES131-A – Specifying Alternatives for Conventional Treatments, DES132 - Solutions for Durability Related Issues, DES140 – Structural Condition Assessment of in-Service Wood, DES160 – Evaluation of Recommended Allowable Design Properties for Wood in Existing Structures, DES220 – 2015 NDS Example Problems - Columns/Beams/Beam-Columns, DES221 - 2015/2018 NDS Example Problems: Member Designs and Connection Basics, DES230 – Design of Loadbearing Tall Wood Studs for Wind and Gravity Loads, DES230-A – Wind and Gravity Design for Tall Walls in Wood Buildings, DES301 – Answering Your Deck Questions: A Panel Discussion with the Pros, DES310 – Connection Solutions for Wood-Frame Structure, DES330 – Design of Connections for Wood Members using the NDS and TR12, DES335-A – Design of Bolted Connections per the 2015 NDS, DES336 – CLT Connection Design Provisions in the 2018 NDS, DES340 – Cornucopia of Classic Connection Conundrums, DES412-1 – Seismic-Resistive Design of Wood Buildings, DES413-2 – Wind Shear Wall Design Examples per 2015 WFCM and 2015 SDPWS, DES413-3 – Calculating ASD Shear Wall Capacities per 2015 SDPWS Using the Equal Deflection Approach, DES413-4 – Seismic Example WFCM/SDPWS Comparison 2015, DES413-A – Wood Shear Wall Design Examples for Wind, DES415 – Resolving Wood Shear Wall Design Puzzles with Force Transfer Around Openings, DES416 – Wind Solutions - Perforated Wood Structural Panel Shear Walls, DES416-A – Use of Wood Structural Panels to Resist Combined Shear and Uplift from Wind, DES417 – Wood Structural Panels Designed to Resist Combined Shear & Uplift from Wind Loads, DES430 – Seismic Design of Large Wood Panelized Roof Diaphragms in Heavy Wall Buildings, DES440 – Primer for the Use of Cross-Laminated Timber, DES441-1 – Taking Wood to the Next Level - CLT as a Floor or Roof Element, DES442 – CLT Stands Up - A Look at CLT Wall Design, DES510 – Overview of Codes and Standards Affecting Mid-rise Construction, DES517-A – Mid-Rise Light Wood Frame Construction Gains Momentum, DES520 – Codes and Standards for Mid-rise Construction - An All Wood Solution, DES522 – Shaft Wall Solutions for Wood-Frame Structures, DES600 – Tall Wood Structures: Current Trends and Related Code and Standard Changes, DES600-A – Historical, Current and Future Tall Wood Buildings, DES602-1 – Fire-Resistance Design Primer for Mass Timber Construction, DES603 – Fire Tests in Support of Tall Mass Timber Buildings, DES603-A – Fire Testing on Full-Scale Mass Timber Building Will Inform Code Changes, DES604 – CLT Adhesive Tests in Support of Tall Mass Timber Buildings, DES605 – Outcomes of ICC Tall Wood AdHoc Committee: Proposals and Discussion, DES606 – Experiences of a Mass Timber Builder, DES607 – Outcomes of ICC Tall Wood AdHoc Committee: Mass Timber Provisions in the 2021 I-Codes, DES607-A – Tall Wood Buildings in the 2021 IBC: Up to 18 Stories of Mass Timber, DES611-A – Cross-laminated Timber: New Projects Show How the Material is Fulfilling "Tall" Orders, DES620 - Introduction to Mass Timber Products, DES622 - Background and Overview (New Mass Timber), DES623 - Heights & Areas and Construction Fire Safety, DES625 – Principles of Fire Resistance Design, Protection of Connections, and Special Inspections, GB300 – Development of Wood Products LCA Data and Its Usage in Green Building Codes, GB720 – Building Sustainably with Mass Timber, MAT230 – Today's Glulam: What Design and Building Professionals Need to Know for Code Compliance, MAT250 – How New Trends in Wood Construction Comply with the Building Code, MAT251-A – ABC's of Traditional and Engineered Wood Products, MAT252-1 Code Applications for Nail-laminated Timber, Glued-laminated Timber and Cross-laminated Timber, STD105 – ASD and LRFD with the 2012 National Design Specification for Wood Construction, STD105-A – Designing with AWC's National Design Specification® (NDS®) for Wood Construction (NDS 2012), STD110 – Designing with AWC's National Design Specification® (NDS®) for Wood Construction (NDS 2015), STD110-A – Designing with AWC's National Design Specification® (NDS®) for Wood Construction (NDS 2015), STD120-A – Changes to the 2018 National Design Specification® (NDS®) for Wood Construction, STD310 – Part 1 of 4: Wind Speed and Design Pressure Determination According to ASCE 7-10, STD311 – Part 2 of 4: Wind Load Distribution on Buildings - Load Paths, STD313 – Part 4 of 4: Foundation Design to Resist Flood Loads and WFCM Calculated Wind Loads, STD333 – 2015 WFCM Significant Changes and Introduction to High Wind Guides, STD335 – Disaster Resistant Wood Frame Construction - Part 1: Loads and Roof Story Design, STD336 – Disaster Resistant Wood Frame Construction - Designing to Resist High Wind, Seismic, and Snow Loads - Part 2: Wall and Floor Design, Design of Wood Frame Buildings for High Wind, Snow, and Seismic Loads (2012 WFCM Workbook), Significant Changes to the 2012 WFCM (STD315), STD340-1 – Disaster Resistant Wood Frame Construction Example using 2015 WFCM - Part 1: Loads, STD340-2 – Disaster Resistant Wood Frame Construction Example using 2015 WFCM - Part 2: Roof Story Design, STD340-3 – Disaster Resistant Wood Frame Construction Example using 2015 WFCM - Part 3: Second Story Design, STD340-4 – Disaster Resistant Wood Frame Construction Example using 2015 WFCM - Part 4: First Story Design, STD342-1 – Calculating Wind Loads on Low-Rise Structures per WFCM Engineering Provisions, STD342-2 – Calculating Gravity Loads for Structures up to 3-Stories per WFCM Engineering Provisions, STD343 – Header Design per 2015 WFCM Engineered and Prescriptive Provisions, STD350 – 2018 Wood Frame Construction Manual Changes, STD355 – Designing for New ASCE 7-16 Wind Loads per the 2018 WFCM, STD401-2 – AWC's 2008 Special Design Provisions for Wind and Seismic ASD/LRFD – Part 2: Diaphragm Deflection Calculations, DES412-1 – Seismic-Resistive Design of Wood Buildings, STD401-A – 2008 Special Design Provisions for Wind and Seismic, STD415 – 2015 Special Design Provisions for Wind and Seismic Overview and Changes, STD415-A – 2015 Special Design Provisions for Wind and Seismic, STD510 – Significant Changes to AWC's 2015 NDS and the 2015 SDPWS, STD600-A – What the 2015 IBC Means for Wood Construction – Part IV: Permanent Wood Foundations. 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