C14 vs C27
C27 is 1.6 times as stiff as C14. It is 1.2 times as dense. Per unit mass C27 is 1.3 times as stiff. Strength: f_m,k = 14 MPa for C14, f_m,k = 27 MPa for C27.
Side by side
ratio = C27 / C14 · log scale| Property | C14 | C27 | Unit | Ratio | ¼×1×4× |
|---|---|---|---|---|---|
| E₁ Modulus, direction 1 | 7 | 11.5 | GPa | 1.64× | |
| E₂ Modulus, direction 2 | 0.23 | 0.38 | GPa | 1.65× | |
| E₃ Modulus, direction 3 | 0.23 | 0.38 | GPa | 1.65× | |
| G₁₂ Shear modulus 1-2 | 0.44 | 0.72 | GPa | 1.64× | |
| G₁₃ Shear modulus 1-3 | 0.44 | 0.72 | GPa | 1.64× | |
| E₀,₀₅ Modulus parallel to grain, 5 % fractile | 4.7 | 7.7 | GPa | 1.64× | |
| ρ Density | 350 | 430 | kg/m³ | 1.23× | |
| ρ_k Density, characteristic (5 % fractile) | 290 | 360 | kg/m³ | 1.24× | |
| f_m,k Bending strength | 14 | 27 | MPa | 1.93× | |
| f_t,0,k Tension parallel to grain | 7.2 | 16.5 | MPa | 2.29× | |
| f_t,90,k Tension perpendicular to grain | 0.4 | 0.4 | MPa | 1× | |
| f_c,0,k Compression parallel to grain | 16 | 22 | MPa | 1.38× | |
| f_c,90,k Compression perpendicular to grain | 2 | 2.5 | MPa | 1.25× | |
| f_v,k Shear strength | 3 | 4 | MPa | 1.33× | |
| E/ρ Specific stiffness E/ρ · derived | 20 | 26.74 | MJ/kg | 1.34× | |
| c₀ Bar wave speed √(E/ρ) · derived | 4472 | 5171 | m/s | 1.16× | |
| f/ρ Specific strength f/ρ · derived | 40 | 62.79 | kJ/kg | 1.57× |
Values at the first thickness band or product form of each material (EN 338:2016; EN 338:2016). A minimum and a characteristic value are not the same kind of number — read the ratio as a guide. Each material's page lists every band and every source.