Coniferous species and Poplar Wood Properties

The below table outlines the material properties for Coniferous species and Poplar material including the young's modulus, yield strength, ultimate strength and other relevant mechanical properties required for structural and mechanical design.

Coniferous species and Poplar Young's Modulus

The Young's Modulus of Coniferous species and Poplar ranges between 7,000 and 16,000 MPa Young's Modulus represents the material overall strength. See the below tables to get your specific material grade material strength.

C14 Wood Properties

Unit System	Young's Modulus, E	Density, ρ	Characteristic Mean Strength, f_m,k	f_t,0,k	f_t,90,k	f_c,0,k	f_c,90,k	Characteristic Shear Strength, f_v,k	Characteristic Modulus of Elasticity, E_0.05	Mean Modulus of Elasticity, E_90,mean	Mean Shear Modulus, G_mean
Metric	7,000 MPa	290 kg/m³	14 MPa	8 MPa	0.4 MPa	16 MPa	2 MPa	1.7 MPa	4,700 MPa	230 MPa	440 MPa

C16 Wood Properties

Unit System	Young's Modulus, E	Density, ρ	Characteristic Mean Strength, f_m,k	f_t,0,k	f_t,90,k	f_c,0,k	f_c,90,k	Characteristic Shear Strength, f_v,k	Characteristic Modulus of Elasticity, E_0.05	Mean Modulus of Elasticity, E_90,mean	Mean Shear Modulus, G_mean
Metric	8,000 MPa	310 kg/m³	16 MPa	10 MPa	0.5 MPa	17 MPa	2.2 MPa	1.8 MPa	5,400 MPa	270 MPa	500 MPa

C18 Wood Properties

Unit System	Young's Modulus, E	Density, ρ	Characteristic Mean Strength, f_m,k	f_t,0,k	f_t,90,k	f_c,0,k	f_c,90,k	Characteristic Shear Strength, f_v,k	Characteristic Modulus of Elasticity, E_0.05	Mean Modulus of Elasticity, E_90,mean	Mean Shear Modulus, G_mean
Metric	9,000 MPa	320 kg/m³	18 MPa	11 MPa	0.5 MPa	18 MPa	2.2 MPa	2 MPa	6,000 MPa	300 MPa	560 MPa

C20 Wood Properties

Unit System	Young's Modulus, E	Density, ρ	Characteristic Mean Strength, f_m,k	f_t,0,k	f_t,90,k	f_c,0,k	f_c,90,k	Characteristic Shear Strength, f_v,k	Characteristic Modulus of Elasticity, E_0.05	Mean Modulus of Elasticity, E_90,mean	Mean Shear Modulus, G_mean
Metric	9,500 MPa	330 kg/m³	20 MPa	12 MPa	0.5 MPa	19 MPa	2.3 MPa	2.2 MPa	6,400 MPa	320 MPa	590 MPa

C22 Wood Properties

Unit System	Young's Modulus, E	Density, ρ	Characteristic Mean Strength, f_m,k	f_t,0,k	f_t,90,k	f_c,0,k	f_c,90,k	Characteristic Shear Strength, f_v,k	Characteristic Modulus of Elasticity, E_0.05	Mean Modulus of Elasticity, E_90,mean	Mean Shear Modulus, G_mean
Metric	10,000 MPa	340 kg/m³	22 MPa	13 MPa	0.5 MPa	20 MPa	2.4 MPa	2.4 MPa	6,700 MPa	330 MPa	630 MPa

C24 Wood Properties

Unit System	Young's Modulus, E	Density, ρ	Characteristic Mean Strength, f_m,k	f_t,0,k	f_t,90,k	f_c,0,k	f_c,90,k	Characteristic Shear Strength, f_v,k	Characteristic Modulus of Elasticity, E_0.05	Mean Modulus of Elasticity, E_90,mean	Mean Shear Modulus, G_mean
Metric	11,000 MPa	350 kg/m³	24 MPa	14 MPa	0.5 MPa	21 MPa	2.5 MPa	2.5 MPa	7,400 MPa	370 MPa	690 MPa

C27 Wood Properties

Unit System	Young's Modulus, E	Density, ρ	Characteristic Mean Strength, f_m,k	f_t,0,k	f_t,90,k	f_c,0,k	f_c,90,k	Characteristic Shear Strength, f_v,k	Characteristic Modulus of Elasticity, E_0.05	Mean Modulus of Elasticity, E_90,mean	Mean Shear Modulus, G_mean
Metric	11,500 MPa	370 kg/m³	27 MPa	16 MPa	0.6 MPa	22 MPa	2.6 MPa	2.8 MPa	7,700 MPa	380 MPa	720 MPa

C30 Wood Properties

Unit System	Young's Modulus, E	Density, ρ	Characteristic Mean Strength, f_m,k	f_t,0,k	f_t,90,k	f_c,0,k	f_c,90,k	Characteristic Shear Strength, f_v,k	Characteristic Modulus of Elasticity, E_0.05	Mean Modulus of Elasticity, E_90,mean	Mean Shear Modulus, G_mean
Metric	12,000 MPa	380 kg/m³	30 MPa	18 MPa	0.6 MPa	23 MPa	2.7 MPa	3 MPa	8,000 MPa	400 MPa	750 MPa

C35 Wood Properties

Unit System	Young's Modulus, E	Density, ρ	Characteristic Mean Strength, f_m,k	f_t,0,k	f_t,90,k	f_c,0,k	f_c,90,k	Characteristic Shear Strength, f_v,k	Characteristic Modulus of Elasticity, E_0.05	Mean Modulus of Elasticity, E_90,mean	Mean Shear Modulus, G_mean
Metric	13,000 MPa	400 kg/m³	35 MPa	21 MPa	0.6 MPa	25 MPa	2.8 MPa	3.4 MPa	8,700 MPa	430 MPa	810 MPa

C40 Wood Properties

Unit System	Young's Modulus, E	Density, ρ	Characteristic Mean Strength, f_m,k	f_t,0,k	f_t,90,k	f_c,0,k	f_c,90,k	Characteristic Shear Strength, f_v,k	Characteristic Modulus of Elasticity, E_0.05	Mean Modulus of Elasticity, E_90,mean	Mean Shear Modulus, G_mean
Metric	14,000 MPa	420 kg/m³	40 MPa	24 MPa	0.6 MPa	26 MPa	2.9 MPa	3.8 MPa	9,400 MPa	470 MPa	880 MPa

C45 Wood Properties

Unit System	Young's Modulus, E	Density, ρ	Characteristic Mean Strength, f_m,k	f_t,0,k	f_t,90,k	f_c,0,k	f_c,90,k	Characteristic Shear Strength, f_v,k	Characteristic Modulus of Elasticity, E_0.05	Mean Modulus of Elasticity, E_90,mean	Mean Shear Modulus, G_mean
Metric	15,000 MPa	440 kg/m³	45 MPa	27 MPa	0.6 MPa	27 MPa	3.1 MPa	3.8 MPa	10,000 MPa	500 MPa	940 MPa

C50 Wood Properties

Unit System	Young's Modulus, E	Density, ρ	Characteristic Mean Strength, f_m,k	f_t,0,k	f_t,90,k	f_c,0,k	f_c,90,k	Characteristic Shear Strength, f_v,k	Characteristic Modulus of Elasticity, E_0.05	Mean Modulus of Elasticity, E_90,mean	Mean Shear Modulus, G_mean
Metric	16,000 MPa	460 kg/m³	50 MPa	30 MPa	0.6 MPa	29 MPa	3.2 MPa	3.8 MPa	10,700 MPa	530 MPa	1000 MPa

Deciduous species Wood Properties