An engineered wood joist, more commonly known as an I-joist, is a product designed to eliminate problems that occur with conventional wood joists. Invented in 1969, the I-joist is an engineered wood product that has great strength in relation to its size and weight. The biggest notable difference from dimensional lumber is that the I-joist carries heavy loads with less lumber than a dimensional solid wood joist. As of 2005, approximately 50% of all wood light framed floors used I-joists. I-joists were designed to help eliminate typical problems that come with using solid lumber as joists.
The advantage of I-joists is they are less likely to bow, crown, twist, cup, check or split as would a dimensional piece of lumber. I joists' dimensional soundness and little or no shrinkage help eliminate squeaky floors. The disadvantage is very rapid structural failure when directly exposed to fire, reducing the time available for residents to escape and increasing the danger to firefighters.
Design and manufacture
An I-joist has two main parts, the web and flange. The web is sandwiched between a top and bottom flange, creating the “I” shape. The flange can be made from laminated veneer lumber or solid wood finger-jointed together for ultimate strength. It is grooved on one side to receive the web. The web is typically made from plywood, laminated veneer lumber, or oriented strand board. After sizing the webs and flanges, they are assembled with water-resistant glue by pressing the web into the top and bottom flange. After assembly, the I-joist is end-trimmed and heat-cured or left at room temperature to reach approximately equilibrium moisture content. Sizes vary according to the I-joist's intended load and span. Depths can range from 9+1⁄4 to 24 inches (230 to 610 mm) and reach up to 80 feet (24 m) in length, although 40 to 42 feet (12 to 13 m) is more common. The intended use for an I-joist is for floor and roof joists, wall studs and roof rafters in both residential and commercial construction.
I-joists require correct installation. The most common mistake is misplacing or improperly sizing holes in the web, which can compromise the joist's strength, potentially leading to structural failure.
Common mistakes made with installing I-joists include cutting or chiseling the flange, improperly sized joist hangers, improper nailing and wrong-sized nails. The rim joist depth must match the I-joist size. Mismatches can strain the joist.
A similar situation occurs where the I-joist crosses a main beam. Installing squash blocks (2×4 materials 1⁄16 in or 1.6 mm higher than the I-joist) alongside the I-joists transfers the load from the I-joist onto the beam. Missed nails and glue setting too fast can lead to an uneven or squeaky floor.
The lightweight nature of I-joists makes them more vulnerable to fire than dimensional lumber. A report by Underwriters Laboratories found that structural assemblies composed of I-joists fail significantly sooner under fire conditions than those composed of dimensional lumber. Fire-induced failures of lightweight trusses and I-joists have led to the deaths of several firefighters. In order to use i-joists in a fire-rated assembly, additional detailing is required to ensure building safety.
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- Allen, Edward, and Joseph Iano. Fundamentals of Building Construction. Vol. 4th. Hoboken, NJ: John Wiley & Sons Inc, 2004
- Eck, Curtis. "Wood I-Joist Dos and Donts". Journal of Light Construction (Sept. 1995)
- "Structural Collapse Under Fire Conditions". May 2008.
- "Report on Structural Stability of Engineered Lumber in Fire Conditions" (PDF). Underwriters Laboratories. 30 September 2008. Archived from the original (PDF) on July 1, 2017.
- Earls, Alan (July 2009). "Lightweight Construction". National Fire Protection Association Journal. Retrieved November 6, 2020.
- "I-Joist Fire Assemblies - APA – The Engineered Wood Association". www.apawood.org. Retrieved 2022-10-07.