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GL32h (EN 14080) - Design Values

GL32h (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 32 N/mm², compression parallel fc,0,k is 32 N/mm², and mean modulus E0,mean is 14.2 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)
32 N/mm²
fc,0,k (compr.)
32 N/mm²
E0,mean
14.2 kN/mm²
Characteristic values (EN 338 / EN 14080)
fm,kBending strength32 N/mm²
ft,0,kTension parallel25.6 N/mm²
ft,90,kTension perpendicular0.5 N/mm²
fc,0,kCompression parallel32 N/mm²
fc,90,kCompression perpendicular2.5 N/mm²
fv,kShear strength3.5 N/mm²
E0,meanMean MOE parallel14.2 kN/mm²
E0,055th-percentile MOE11.8 kN/mm²
GmeanMean shear modulus0.65 kN/mm²
ρkCharacteristic density440 kg/m³
ρmeanMean density490 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 GL32h (EN 14080) is described by characteristic values: bending fm,k 32 N/mm², shear fv,k 3.5 N/mm², compression parallel fc,0,k 32 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 GL32h (EN 14080) the mean modulus E0,mean is 14.2 kN/mm², and the 5th-percentile modulus E0,05 used for stability is 11.8 kN/mm². Characteristic density is rho,k 440 kg/m³ with a mean of 490 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, GL32h (EN 14080) is the strongest in bending at 32 N/mm², against 24 N/mm² for GL24c (EN 14080) at the other end of the range.

The closest alternative in the same family is GL28h (EN 14080) at 28 N/mm² in bending, 14% below this grade. If availability drives the choice rather than capacity, that is the substitution to price first - but re-run the deflection check as well, because stiffness and strength do not always move together.

Common questions

GL32h (EN 14080) has a characteristic bending strength fm,k of 32 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 14.2 kN/mm², with a 5th-percentile value E0,05 of 11.8 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.

Use the characteristic density rho,k of 440 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 490 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)GL24c (EN 14080)GL28c (EN 14080)
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