How do we specify glass railings?

Glass design and engineering analysis can be inconsistent across projects. There are several possible reasons for this including the treatment of guardrails as a product rather than an engineered structure, general inexperience with glass as an engineered material, and limited access to glass design software in the U.S.

To ensure you have all the pertinent details, ask suppliers to provide you with a comprehensive proposal, including detailed takeoffs with specific inclusions or exclusions for each railing style within the project scope. These details should include aspects such as finish, linear footage, structural attachment, and makeup. Additionally, request a submittal package that includes 3D renderings based on the architectural and structural specifics for the project.

High-definition surveying (HDS) technology offers tremendous benefits over conventional surveying. It allows for the capture of thousands of critical measurements with precision accuracy, thereby significantly reducing the need for fabrication rework. It also offers a much faster track to the manufacturing process by eliminating the risk of human error and saving weeks of manual field measuring.

Regardless of the method selected for analysis, there are two key principles that should be considered when specifying glass railing: the elastic properties of laminate interlayers (and how they change with temperature and load duration), and understanding that local stresses—e.g., contact materials, support size, and hole size—are critical. In light of these varying factors, it’s recommended that a good finite element program be used to accurately determine glass stresses instead of any manual analysis.

Glass analysis is the most critical aspect of specifying point-supported glass due to life-safety factors. It’s essential that those who have a stake in a project understand this and take appropriate measures to ensure that building code requirements are met.

This article originally appeared in the College Planning & Management June 2019 issue of Spaces4Learning.

About the Author

Dan Stachel is vice president of Trex Commercial Products (www.trexcommercial.com).

Featured

  • UCNJ Launches $30M Modernization of Physical Education Center

    The Union College of Union County (UCNJ) in Cranford, N.J., recently broke ground on a new $30-million modernization project for its Physical Education Center (PECK), according to a news release. The college partnered with DIGroup Architecture for the project’s design, transitioning the existing 42,000-square-foot structure into a campus hub for student athletics and campus life.

  • Image credit: O

    Strategic Campus Assessment: Moving Beyond Reactive Maintenance in Educational Facilities

    While campuses may appear stable on the surface, building systems naturally evolve over time, and proactive assessment can identify developing issues before they become expensive emergencies. The question isn't whether aging educational facilities need attention. It's how institutions can transition from costly reactive maintenance to strategic asset management in a way that protects both budgets and communities.

  • Construction Begins on East Austin CTE-Focused High School

    The Del Valle Independent School District recently announced that construction has begun on a new CTE-focused high school in Austin, Texas, according to a news release. Del Valle High School will measure in at 473,338 square feet and have the capacity for 2,400 students.

  • UNT Dallas Holds Ribbon-Cutting Ceremony for $100M STEM Building

    The University of North Texas at Dallas in Dallas, Texas, recently celebrated the opening of its new, $100-million STEM Building, according to local news. The ceremony on Dec. 2 preceded the first day of classes in the facility on Jan. 12, 2026.

Digital Edition