Understanding why structural systems fail—and how they can be repaired—is critical to protecting buildings, operations, and long-term investments.
SPS provides engineered evaluations and repair solutions for aging, damaged, or overstressed structural framing systems commonly found in commercial and industrial buildings throughout California.
From the 1920s through the early 1950s, bowstring trusses were widely used as primary roof framing systems. Beginning in the early 1950s, glue-laminated (glulam) beams became the predominant structural element in commercial and industrial construction and remain in extensive use today. Tapered steel girders with rafters or panelized roof decks were also common in mid-century buildings.
Over time, these systems may experience deterioration or failure due to a combination of age, loading changes, and environmental conditions. Common causes include:
Due to the documented history of failures in these framing systems, modern building codes have reduced allowable fiber stresses for wood members and introduced volume adjustment factors.
These code changes provide a more accurate representation of true material capacity and are essential when:
Repairs to roof trusses, glulam beams, and other horizontal framing members require engineering analysis and site-specific design. Repair approaches vary depending on member condition, loading, and accessibility.
SPS develops repair solutions that are structurally sound, constructible, and cost-effective, with minimal disruption to building operations.
SPS employs a range of proven structural reinforcement techniques, including engineered post-tension systems using steel tension rods or high-strength cables. These systems are designed to increase both bending strength and shear capacity of existing members.
Additional methods may include:
SPS post-tension systems allow existing framing members to safely support loads beyond their original design capacity. Structural reinforcement can:
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