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GL24c (EN 14080) - Design Values

GL24c (EN 14080) is a glued-laminated timber grade with reference design values to EN 14080:2013. In Eurocode 5 terms its characteristic bending strength fm,k is 24 N/mm², compression parallel fc,0,k is 21.5 N/mm², and mean modulus E0,mean is 11 kN/mm² (EN 338 / EN 14080). Values are shown before adjustment factors; apply the relevant NDS C-factors or EC5 k_mod and γ_M for your load case.

fm,k (bending)
24 N/mm²
fc,0,k (compr.)
21.5 N/mm²
E0,mean
11 kN/mm²
Characteristic values (EN 338 / EN 14080)
fm,kBending strength24 N/mm²
ft,0,kTension parallel17 N/mm²
ft,90,kTension perpendicular0.5 N/mm²
fc,0,kCompression parallel21.5 N/mm²
fc,90,kCompression perpendicular2.5 N/mm²
fv,kShear strength3.5 N/mm²
E0,meanMean MOE parallel11 kN/mm²
E0,055th-percentile MOE9.1 kN/mm²
GmeanMean shear modulus0.65 kN/mm²
ρkCharacteristic density365 kg/m³
ρmeanMean density400 kg/m³

Source: EN 14080:2013. Reference values are shown before adjustment factors (NDS C-factors / EC5 k_mod, γ_M) - apply these per your load case in design.

Understanding these values

Under Eurocode 5 GL24c (EN 14080) is described by characteristic values: bending fm,k 24 N/mm², shear fv,k 3.5 N/mm², compression parallel fc,0,k 21.5 N/mm² and perpendicular fc,90,k 2.5 N/mm². These are 5th-percentile figures, not allowable stresses - divide by the partial factor gamma_M (1.25 for glued-laminated timber under the recommended values) and multiply by k_mod for the service class and load duration, so the usable strength is materially lower than the number shown.

For GL24c (EN 14080) the mean modulus E0,mean is 11 kN/mm², and the 5th-percentile modulus E0,05 used for stability is 9.1 kN/mm². Characteristic density is rho,k 365 kg/m³ with a mean of 400 kg/m³, which is the value that drives fastener and connection capacity rather than any of the strength figures - two grades of similar bending strength can give quite different screw and dowel resistances if their densities differ.

Within the glued-laminated timber entries in this catalogue, GL24c (EN 14080) ranks 5 of 5 on bending at 24 N/mm²; the strongest listed is GL32h (EN 14080) at 32 N/mm². Grade choice is usually a trade of cost against section depth, so it is worth checking whether a lower grade in a deeper section is cheaper than a higher grade at the depth you started with.

Common questions

GL24c (EN 14080) has a characteristic bending strength fm,k of 24 N/mm² to EN 14080:2013. This is a characteristic (5th-percentile) value, not a design strength: divide by the partial factor gamma_M and multiply by k_mod for your service class and load duration before using it in a check.

The mean modulus of elasticity parallel to grain E0,mean is 11 kN/mm², with a 5th-percentile value E0,05 of 9.1 kN/mm² for stability checks. Use E0,mean for deflection under the characteristic combination and E0,05 wherever buckling or lateral-torsional stability is being assessed.

GL24c (EN 14080) sits at 24 N/mm² in bending, ranking 5 of 5 among the glued-laminated timber grades listed here; the strongest is GL32h (EN 14080) at 32 N/mm². Whether it is sufficient depends on your span and load, not on the grade alone - and because deflection often governs, a higher grade does not always give a smaller section. Check the deflection limit first, then bending.

Use the characteristic density rho,k of 365 kg/m³. Fastener capacities in Eurocode 5 - dowel embedment strength, screw withdrawal, nail capacity - are functions of rho,k rather than of the bending or shear strength, which is why two grades with similar fm,k can give different connection resistances. The mean density of 400 kg/m³ is used for self-weight and for serviceability calculations.

Other Glued-Laminated Timber grades

24F-V4 (DF/DF)24F-V8 (DF/DF)24F-1.8E (SP/SP)20F-V3 (DF/DF)GL24h (EN 14080)GL28h (EN 14080)GL32h (EN 14080)GL28c (EN 14080)
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