Glue-laminated timber (glulam)
Engineered timber made by bonding multiple graded boards (lamellae) with grain parallel, producing long structural beams and columns stronger and more dimensionally consistent than sawn wood.
What is glue-laminated timber (glulam)?
Glue-laminated timber, or glulam (BSH in German, used in Slovakia), is engineered wood made by bonding multiple graded dried boards (lamellae) with structural adhesive, grain parallel. Each lamella is typically 40 mm thick; stacking them creates beams from 80 mm to over 2,000 mm deep. The adhesive is stronger than wood, so the glued joint does not fail; the wood itself is the weak point. This allows engineers to optimize each layer: outer lamellae use higher-grade wood for bending zones, inner lamellae use lower grades, reducing waste and cost. The result is beams longer, wider, and stronger than any sawn log.
How does glulam differ from cross-laminated timber (CLT)?
Glulam and CLT serve distinct structural purposes and are frequently confused. Glulam has boards glued parallel to the grain, forming linear beams and columns optimized for long spans in one primary direction. CLT has layers stacked at alternating 90-degree angles, creating rigid planar panels designed for walls and floors with two-dimensional load distribution. In a Slovak family house, glulam forms the ridge beam spanning a large open living space without intermediate columns; CLT would form the floor panels or exterior walls bearing lateral wind and seismic loads. Glulam spans can exceed 30 metres without support; CLT is limited to typical storey and bay dimensions, and adds mass (and cost) with its complex cross-grain architecture. The fundamental difference: glulam is engineered for spanning across space; CLT is engineered for spanning and lateral bracing simultaneously.
Why is glulam ideal for Slovak residential architecture?
Glulam is the benchmark structural material for contemporary Slovak residential design. First, it uses local spruce and pine efficiently: a 10-metre glulam beam requires only small-diameter logs with defects removed during manufacture, not a scarce, expensive old-growth tree. Second, compliance with EN 14080:2013 ensures consistent, predictable strength, allowing structural engineers to design with confidence without over-sizing or expensive calculations. Third, exposed glulam beams align with the honest-material ethos of modern Slovak architecture: the timber structure becomes the interior finish itself, eliminating unnecessary drywall, paint, and false ceilings. Fourth, glulam's dimensional range (beams available to 2.3 metres deep) supports the large, open living plans that define contemporary family houses, eliminating interior columns and partition walls.
| Strength Class | Bending Strength (MPa) | Typical Residential Use |
|---|---|---|
| GL24h | ≈24 | Spans <5 m, secondary beams, roof joists |
| GL28h | ≈28 | Living room spans 5–8 m, roof trusses, exposed beams |
| GL32h | ≈32 | Spans >8 m, cantilevers, heavy loads |
What production standards govern glulam?
All glulam sold in Slovakia and the EU must comply with EN 14080:2013 (Timber structures, glued laminated timber). This standard specifies lamella moisture content at 12% ±2.5%, allowable defect limits (knots, resin pockets), approved adhesives (phenol-formaldehyde and melamine-based systems are common), cross-sections in 40 mm depth increments, widths to 280 mm, and maximum lengths to 42 metres. The standard defines strength classes GL24, GL28, GL32, and GL34 with designations: h (homogeneous, all lamellae same grade) or c (combined, outer lamellae higher grade, inner lower). Most Slovak specifiers favour homogeneous grades (h) for consistent visual appearance and simpler structural engineering. Importantly, the standard does not mandate fire-resistance treatment or exterior preservatives; these protective measures are sourced and applied separately, depending on the intended end use and exposure.
How must glulam be detailed to prevent moisture failure?
This is glulam's critical detail. Wood shrinks and swells with moisture: a 600 mm beam shrinks 3–4 mm perpendicular to grain as humidity drops from 12% to 8%. If a connection prevents vertical movement, the wood develops tension perpendicular to grain. When this exceeds wood capacity, the beam splits parallel to grain, a structural failure difficult to repair. The rule is simple: allow free movement. Use neoprene or metal shims under beam ends, permitting up to 10 mm deflection. Never bolt directly to concrete or masonry; use metal L-brackets with slotted holes aligned vertically. For interior residential beams with stable moisture (10–12%), this risk is modest; for carports and outdoor applications reaching 15–20% equilibrium moisture, it is critical. Above 20%, decay organisms colonize untreated wood.
What protection do exterior glulam beams require?
Carport and pergola beams need three protections. First, chemical: factory-applied wood preservative (copper or boron-based, EN 599 compliant) prevents decay in inevitable moisture exposure. Second, physical: metal caps on beam ends stop capillary water entry, extending life decades for minimal cost. Third, ventilation: air movement around the beam is essential; enclosing it in drywall boxes invites rot. Interior residential beams at normal humidity need none of these measures.
| Application | Moisture Risk | Detailing | Preservative |
|---|---|---|---|
| Interior exposed beam (living room) | Low (12%) | Allow vertical movement at bearings | Optional |
| Roof truss (under tile, ventilated) | Moderate (15–18%) | Metal L-brackets; allow shrinkage | Optional |
| Carport beam (open, overhead) | High (18–22%) | Metal caps; neoprene shims; ventilation | Required |
What are the limits of glulam in family houses?
Moisture sensitivity is glulam's defining constraint: careless detailing invites splitting or decay. Cost is lower than sawn beams but higher than steel for spans over 15 metres in heavy load. Glulam cannot be site-cut or notched without voiding warranties. Fire resistance is acceptable for residential use (chars ~0.7 mm/min) but not equivalent to steel. Thermal bridging through a 500 mm glulam beam is modest but real in passive-house design. Local supply is limited to Slovak manufacturers (KASPER SK, FOREAL, JAF HOLZ), affecting lead times and cost.
Despite these constraints, well-detailed glulam remains the benchmark for exposed, long-span residential structure in contemporary Slovak architecture. Its warmth, structural honesty, local supply, and proven passive-house performance make it integral to honest design.
Frequently asked questions
- How does glulam differ from cross-laminated timber (CLT)?
- Glulam is made from boards glued parallel to the grain, forming linear beams and columns for spanning large distances. CLT is built from layers stacked at alternating 90-degree angles, creating rigid planar panels for walls and floors. Glulam excels at long spans; CLT resists cracking and warping in two-dimensional structures.
- What happens if glulam shrinks in a residential connection?
- Wood naturally shrinks and swells with moisture changes. If a glulam beam connection prevents this movement, tension perpendicular to the grain develops, risking splits parallel to the grain. Careful detailing, metal caps on exposed ends, and allowing sliding in bearings prevent failure.
- Can I leave glulam exposed in a family house?
- Yes, glulam makes an attractive exposed structural finish with natural warmth and color. However, exterior applications (carports, open porches) require weather protection: metal caps on beam ends, proper ventilation, and moisture equilibrium below 20%. Interior exposed beams in climate-controlled spaces need no treatment.
- What strength class should I specify for an open living room?
- GL28h is common for residential spans under 8 metres; GL24h is sufficient for shorter spans. Actual choice depends on beam depth, load, and span calculated by a structural engineer. Higher classes (GL32h, GL34h) rarely justify their cost for family homes.
- Do carport beams need chemical treatment?
- Glulam used in carports (exposed to weather, high humidity) should be factory-treated with approved wood preservatives to resist decay when equilibrium moisture content exceeds 20%. Untreated glulam deteriorates within 1-3 years in such exposure.
- Is glulam cheaper than solid sawn beams for long spans?
- For spans over 6 metres or depths over 400 mm, glulam is more cost-effective than sawn timber, which would require scarce, expensive old-growth logs. Glulam achieves the same strength using smaller, widely available trees, and installation is faster.