1. Size Effect ($k_h$)
Unlike steel, timber is stronger in smaller volumes. Eurocode 5 accounts for this with the Size Effect Factor ($k_h$).
For depths less than 600mm, the characteristic bending and tensile strength is increased.
$$k_h = \min \left( \left(\frac{600}{h}\right)^{0.1}, 1.1 \right)$$
Our calculator automatically updates this factor as you adjust the beam depth, ensuring you get the full benefit of the material’s efficiency.
2. Lateral Torsional Buckling (LTB)
Deep, slender Glulam beams are prone to buckling sideways under load.
The calculator determines the Relative Slenderness ($\lambda_{rel,m}$) and applies the reduction factor ($k_{crit}$).
- Tip: You can toggle lateral restraints (e.g., “Restrained at supports only” or “Fully restrained by decking”) to optimize your design and increase capacity.
3. Material Hierarchy (EN 14080)
We support the full range of harmonized European Glulam grades:
- Combined Glulam (GL24c, GL28c, GL30c): Uses stronger laminations on the outer faces (tension/compression zones) and lower grade timber in the core. Efficient and cost-effective.
- Homogeneous Glulam (GL24h, GL28h, GL30h): Uses the same high-grade timber throughout. Used when the aesthetic of the edge face is critical or for specific stress concentrations.