About the author  ⁄ Michelle Kam-Biron, P.E., S.E.

Michelle Kam-Biron is a Mass Timber Specialist with Structurlam Mass Timber Corporation (mkambiron@structurlam.com).

All wood is subject to some degree of seasoning, i.e., drying until it acclimates to the humidity conditions of the surrounding atmosphere at in-service conditions. Seasoning occurs when the wood is air-dried, dried in a kiln under controlled conditions, or subject to radio frequency drying. As wood loses (or gains) moisture, it will shrink (or swell) until it reaches equilibrium with the constantly changing level of moisture of its immediate environment. As shown in Figure 1, seasoning checks are separations of the wood fibers that develop along the length of lumber or timber due to shrinkage of the wood as it dries.

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Although commonly used throughout the building industry, the term “mass timber “will be included in the International Building Code (IBC) for the first time in the 2021 Edition. Mass timber will be defined as structural elements of Type IV construction primarily of solid, built-up, panelized, or engineered wood products that meet minimum cross-section dimensions of Type IV construction.
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An Analysis of Current Wood Engineering Education in U.S. Universities

Structural engineers are becoming aware of the impact the selection of structural materials can have on the environment. The building industry is acknowledging and embracing the contribution of the sustainable potential of wood to reduce the environmental footprint of a project through its carbon-storing capabilities and renewable qualities.

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Timber is one of the most widely used construction materials in the U.S., especially for low- to mid-rise residential structures. It is also one of the most sustainable materials available. The life cycle of the product involves the sequestration (the physical storage) of carbon, the production of oxygen, and the reduction of energy consumed in creating manufactured products.
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This article is the conclusion of a two-part series which discusses special inspection provisions for wood construction found in Chapter 17 of the International Building Code (IBC). Although the IBC is in use or adopted in 50 states, the District of Columbia, Guam, Northern Marianas Islands, New York City, the U.S. Virgin Islands, and Puerto Rico, each state and jurisdiction may not adopt the same edition of the code and/or make amendments to the code.
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This article is a two part series which discusses special inspection provisions for wood construction in the 2015 International Building Code (Part 1) and perspectives from several States (based on the 2012 International Building Code) on suggested handling of special inspections regionally (Part 2).
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The 2015 Edition of Special Design Provisions for Wind and Seismic (SDPWS) was approved as an American National Standard on September 8, 2014, with the designation ANSI/AWC SDPWS-2015 (Figure 1). The 2015 SDPWS was developed by AWC’s Wood Design Standards Committee (WDSC) and contains provisions for design of wood members, fasteners, and assemblies to resist wind and seismic forces.
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The 2015 Edition of the Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings (ANSI/AWC WFCM-2015) was approved on October 10, 2014 as an ANSI American National Standard (Figure 1). The 2015 WFCM was developed by the American Wood Council’s (AWC) Wood Design Standards Committee and is referenced in the 2015 International Residential Code (IRC) and 2015 International Building Code (IBC).
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The 2015 Edition of the National Design Specification® (NDS®) for Wood Construction was recently published. The updated standard designated ANSI/AWC NDS-2015 was approved as an ANSI American National Standard on September 30, 2014 (Figure 1). The 2015 NDS was developed by the American Wood Council’s (AWC) Wood Design Standards Committee and is referenced in the 2015 International Building Code (IBC).
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