A convention center project with expansive exhibition hall floor plates spanning thousands of square meters faced a slab formwork bottleneck that was entirely driven by beam performance. The initial approach used standard sawn timber beams as secondary supports between vertical props and the plywood formwork face. These solid wood beams, while readily available, had a fundamental limitation: their span capacity fell off sharply beyond two meters, requiring a dense grid of mid-span props that turned every freshly poured slab into an impenetrable forest of vertical supports.
Under the exhibition hall slabs, the prop density was so high that material carts could not pass and MEP trades could not begin rough-in work until the full formwork was stripped days after each pour. The grid of props also meant that every square meter of formwork required more individual components to erect, more labor hours to assemble, and more time to strip at each floor cycle. The project needed a beam that could span farther with fewer supports while remaining light enough for crews to handle without mechanical lifting.
The project switched to H20 timber beams — engineered glulam beams with a distinctive H-shaped cross-section that optimizes the strength-to-weight ratio through precisely bonded solid timber flanges and a plywood web. Unlike sawn timber, which inherits the natural variability of the tree, every H20 beam is manufactured to controlled dimensional and structural specifications. Key product advantages:
| Performance Factor | Sawn Timber Beams | H20 Engineered Timber Beams |
|---|---|---|
| Typical Span Capacity | One and a half to two meters | Two and a half to three and a half meters |
| Mid Span Prop Rows Required | High density, props every one and a half meters | Reduced density, props placed at extended spacing |
| Under Slab Clearance | Severely restricted, zero MEP access during curing | Open corridors between widely spaced prop rows |
| Dimensional Consistency | Variable thickness, camber, and straightness per piece | Factory-controlled tolerances, identical beam to beam |
| Beam Weight per Meter | Variable, typically heavier for equivalent strength | Approximately five kilograms, single worker handling |
| Reuse Life | Degrades with moisture, splitting, and handling damage | Engineered durability, multi-project service life |
Across the convention center's exhibition hall floor plates, the H20 beams transformed slab formwork logistics:
H20 timber beams are not a complete formwork system on their own — they are the critical secondary beam component between props and the plywood face. But in slab formwork, secondary beam performance determines prop density, under-slab access, and surface flatness simultaneously. For large-span commercial projects, three characteristics set H20 beams apart.
First, span extension eliminates an entire row of props. The difference between a two-meter span and a three-meter span may seem modest on a datasheet, but across a hundred-meter-long exhibition hall it means removing every third prop row from the entire floor plate. That translates directly to fewer components to transport, erect, strip, and store — with every removed prop row also clearing a corridor under the slab for parallel work.
Second, factory dimensional control eliminates on-site beam sorting. Sawn timber beams arrive on site with natural variation in thickness, straightness, and moisture content. Formwork crews spend hours sorting, shimming, and rejecting beams to achieve a level slab soffit. H20 beams arrive dimensionally identical, and they remain dimensionally stable through repeated wet-dry cycles. The result is concrete slabs that are level within millimeters across the entire floor plate, straight from the formwork.
Third, engineered durability turns beams from consumables into assets. On a project lasting eighteen months with weekly slab pours, sawn timber beams degrade visibly — moisture absorption causes swelling, stripping impact causes splitting, and handling damage accumulates. H20 beams with waterproof adhesive and engineered cross-sections survive the same conditions with minimal degradation, remaining in service for the full program and transferring to the next project.
We supply H20 timber beams manufactured from high-grade solid timber flanges and multi-ply structural web, bonded with waterproof adhesive and finished to controlled dimensional tolerances. Beams are available in standard lengths with full technical data sheets covering moment capacity, shear strength, and deflection characteristics for engineering verification. For large-scale projects, we provide batch-matched beam sets with documented quality certificates and logistics planning for phased deliveries.