Stacked Chords in Wood Trusses: Importance of Proper Connector Plate Placement MiTek Staff When the top or bottom chords of a truss are subjected to large forces, or when load application or hanger requirements necessitate a wider chord member, designers sometimes use stacked chord members, where two chord members are placed one above the other. [For images, See PDF or View in... Read More October 2026 Issue #18327 Page 150
Using the Bearings Dialog to Control Wind Loads on Bottom Chords John Teems, P.E. In Truss Studio™, the Bearings dialog does more than define where a truss is supported—it directly influences how loads are generated, particularly wind loads on the bottom chord. Adjusting bearing location or type can change how the software interprets exposed versus supported... Read More October 2026 Issue #18327 Page 158
Wind Loads on Trusses per ASCE 7-22 and IBC 2024 MiTek Staff As the building and construction industry continues to evolve, we strive to enhance and improve our understanding of the loads and conditions that we need to design for, the engineering tools and methods that we use in our analyses, and the materials with which we build. This advancement in our... Read More September 2026 Issue #18326 Page 144
All Things Wood: History of L/480, Evolution to L/360, and 21st Century Options Frank Woeste The principle of limiting deflection in proportion to span was first established by Thomas Tredgold, a prominent British engineer born in 1788. He recognized that for a floor to be functional, its bending (deflection) needed to be restricted based on its length. Tredgold originally recommended a... Read More August 2026 Issue #18325 Page 120
Top Installation Mistakes That Affect Structural Connector Capacity Will Kidd Real-world performance may not always match tested values. In light-frame construction, structural connectors are often treated as commodity hardware — selected from a catalog, installed in the field, and assumed to perform as designed. In reality, structural connectors are highly... Read More August 2026 Issue #18325 Page 138
ANSI/TPI 1-2022 – Person Load in MiTek Engineering Software MiTek Staff Per ANSI/TPI 1-2022 (National Design Standard for Metal Plate Connected Wood Truss Construction), Section 6.2.2.5, trusses with an overall span of 18 ft or greater must be evaluated for a 300 lb concentrated person load applied at the midpoint of any chord panel that is not sheathed with... Read More July 2026 Issue #18324 Page 142
Does Your Plant Understand “Qualifying” the Lumber Used? Glenn Traylor Purchasing the correct grade of lumber to match your design drawing requirements is only one step in selecting the right lumber. Previously, we’ve discussed lumber quality in “Who is Responsible for Lumber Quality in Your Trusses?,” but let’s expand that discussion with... Read More June 2026 Issue #18323 Page 19
Long Span Trusses Alpine Team Designing long-span trusses starts with a clear definition. Establishing what constitutes a long-span truss sets expectations early, helping to drive smarter design, manufacturing, and logistics decisions from the outset. [For all figures, See PDF or View in Full Issue.] Defining Long-Span... Read More June 2026 Issue #18323 Page 138
Mansard-type Truss Design MiTek Staff Mansard-type trusses are a type of roof truss that extend outward and are supported only on top and bottom of the tall end, allowing it to cantilever out without additional support. [For all images, See PDF or View in Full Issue.] They are commonly designed with a pin and vertical roller... Read More June 2026 Issue #18323 Page 148
Do You Understand Deflection and Deflection Differential? Glenn Traylor Do you understand deflection and deflection differential — and how your truss systems and, more importantly, your clients’ perceptions will be affected? Deflection has been around for an exceptionally long time and always needs to be considered and addressed. To do so, however, we... Read More May 2026 Issue #18322 Page 19