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GL28c (EN 14080) - Design Values

GL28c (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 28 N/mm², compression parallel fc,0,k is 24 N/mm², and mean modulus E0,mean is 12.5 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)
28 N/mm²
fc,0,k (compr.)
24 N/mm²
E0,mean
12.5 kN/mm²
Characteristic values (EN 338 / EN 14080)
fm,kBending strength28 N/mm²
ft,0,kTension parallel19.5 N/mm²
ft,90,kTension perpendicular0.5 N/mm²
fc,0,kCompression parallel24 N/mm²
fc,90,kCompression perpendicular2.5 N/mm²
fv,kShear strength3.5 N/mm²
E0,meanMean MOE parallel12.5 kN/mm²
E0,055th-percentile MOE10.4 kN/mm²
GmeanMean shear modulus0.65 kN/mm²
ρkCharacteristic density390 kg/m³
ρmeanMean density420 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 GL28c (EN 14080) is described by characteristic values: bending fm,k 28 N/mm², shear fv,k 3.5 N/mm², compression parallel fc,0,k 24 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 GL28c (EN 14080) the mean modulus E0,mean is 12.5 kN/mm², and the 5th-percentile modulus E0,05 used for stability is 10.4 kN/mm². Characteristic density is rho,k 390 kg/m³ with a mean of 420 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, GL28c (EN 14080) ranks 3 of 5 on bending at 28 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

GL28c (EN 14080) has a characteristic bending strength fm,k of 28 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 12.5 kN/mm², with a 5th-percentile value E0,05 of 10.4 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.

GL28c (EN 14080) sits at 28 N/mm² in bending, ranking 3 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 390 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 420 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)GL24c (EN 14080)
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