Table 4C Timber Properties
The below table outlines the material properties for Table 4C material including the young's modulus, yield strength, ultimate strength and other relevant mechanical properties required for structural and mechanical design.
Table 4C Modulus of Elasticity
The Modulus of Elasticity of Table 4C ranges between 1,000,000 and 2,400,000 psi Young's Modulus represents the material overall strength. See the below tables to get your specific material grade material strength.
Table 4C Shear Modulus
The Shear Modulus of Table 4C ranges between 0.36 and 0.57 ksi.
Douglas Fir-Larch (E=1.0_to_1.9) Timber Properties
WCLIB_900f-1.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 900 psi | 350 psi | 1,050 psi | 1,000,000 psi | 510,000 psi | 170 psi | 625 psi | 0.5 ksi |
WWPA_900f-1.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 900 psi | 350 psi | 1,050 psi | 1,000,000 psi | 510,000 psi | 180 psi | 625 psi | 0.5 ksi |
WCLIB_1200f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,200,000 psi | 610,000 psi | 170 psi | 625 psi | 0.5 ksi |
WWPA_1200f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,200,000 psi | 610,000 psi | 180 psi | 625 psi | 0.5 ksi |
WCLIB_1250f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,250 psi | 800 psi | 1,475 psi | 1,400,000 psi | 710,000 psi | 170 psi | 625 psi | 0.5 ksi |
WCLIB_1350f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 170 psi | 625 psi | 0.5 ksi |
WWPA_1350f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 180 psi | 625 psi | 0.5 ksi |
WCLIB_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 800 psi | 1,625 psi | 1,300,000 psi | 660,000 psi | 170 psi | 625 psi | 0.5 ksi |
WWPA_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 800 psi | 1,625 psi | 1,300,000 psi | 660,000 psi | 180 psi | 625 psi | 0.5 ksi |
WCLIB_1450f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 875 psi | 1,625 psi | 1,500,000 psi | 760,000 psi | 170 psi | 625 psi | 0.5 ksi |
WCLIB_1500f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,400,000 psi | 710,000 psi | 170 psi | 625 psi | 0.5 ksi |
WWPA_1500f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,400,000 psi | 710,000 psi | 180 psi | 625 psi | 0.5 ksi |
WCLIB_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 170 psi | 625 psi | 0.5 ksi |
WWPA_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 180 psi | 625 psi | 0.5 ksi |
WCLIB_1650f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,175 psi | 1,700 psi | 1,600,000 psi | 810,000 psi | 170 psi | 625 psi | 0.5 ksi |
WCLIB_1700f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,700 psi | 1,175 psi | 1,725 psi | 1,600,000 psi | 810,000 psi | 170 psi | 625 psi | 0.5 ksi |
WCLIB_1800f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 1,600,000 psi | 810,000 psi | 170 psi | 625 psi | 0.5 ksi |
WWPA_1800f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 1,600,000 psi | 810,000 psi | 180 psi | 625 psi | 0.5 ksi |
WCLIB_1800f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,200 psi | 1,750 psi | 1,800,000 psi | 910,000 psi | 170 psi | 625 psi | 0.5 ksi |
WCLIB_1950f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,700,000 psi | 860,000 psi | 170 psi | 625 psi | 0.5 ksi |
WWPA_1950f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,700,000 psi | 860,000 psi | 180 psi | 625 psi | 0.5 ksi |
WCLIB_2100f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,100 psi | 1,575 psi | 1,875 psi | 1,800,000 psi | 910,000 psi | 170 psi | 625 psi | 0.5 ksi |
WWPA_2100f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,100 psi | 1,575 psi | 1,875 psi | 1,800,000 psi | 910,000 psi | 180 psi | 625 psi | 0.5 ksi |
WCLIB_2250f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,800,000 psi | 910,000 psi | 170 psi | 625 psi | 0.5 ksi |
WCLIB_2250f-1.9E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,900,000 psi | 970,000 psi | 170 psi | 625 psi | 0.5 ksi |
WWPA_2250f-1.9E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,900,000 psi | 970,000 psi | 180 psi | 625 psi | 0.5 ksi |
Douglas Fir-Larch (E=2) Timber Properties
WCLIB_1800f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 2,000,000 psi | 1,020,000 psi | 170 psi | 670 psi | 0.51 ksi |
WCLIB_2400f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 2,000,000 psi | 1,020,000 psi | 170 psi | 670 psi | 0.51 ksi |
WWPA_2400f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 2,000,000 psi | 1,020,000 psi | 180 psi | 670 psi | 0.51 ksi |
WCLIB_2700f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 1,800 psi | 2,100 psi | 2,000,000 psi | 1,020,000 psi | 170 psi | 670 psi | 0.51 ksi |
Douglas Fir-Larch (E=2.2) Timber Properties
WCLIB_2500f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,500 psi | 1,750 psi | 2,000 psi | 2,200,000 psi | 1,120,000 psi | 170 psi | 715 psi | 0.53 ksi |
WCLIB_2700f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 2,150 psi | 2,100 psi | 2,200,000 psi | 1,120,000 psi | 170 psi | 715 psi | 0.53 ksi |
WWPA_2700f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 2,150 psi | 2,100 psi | 2,200,000 psi | 1,120,000 psi | 180 psi | 715 psi | 0.53 ksi |
Douglas Fir-Larch (E=2.1) Timber Properties
WCLIB_2550f-2.1E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,550 psi | 2,050 psi | 2,025 psi | 2,100,000 psi | 1,070,000 psi | 170 psi | 690 psi | 0.52 ksi |
WWPA_2550f-2.1E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,550 psi | 2,050 psi | 2,025 psi | 2,100,000 psi | 1,070,000 psi | 180 psi | 690 psi | 0.52 ksi |
Douglas Fir-Larch (E=2.3) Timber Properties
WCLIB_2850f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 2,300 psi | 2,150 psi | 2,300,000 psi | 1,170,000 psi | 170 psi | 735 psi | 0.54 ksi |
WWPA_2850f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 2,300 psi | 2,150 psi | 2,300,000 psi | 1,170,000 psi | 185 psi | 735 psi | 0.54 ksi |
Douglas Fir-Larch (N) (E=1.2_to_1.9) Timber Properties
NLGA_1200f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,200,000 psi | 610,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_1350f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_1400f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,400 psi | 800 psi | 1,600 psi | 1,200,000 psi | 610,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 800 psi | 1,625 psi | 1,300,000 psi | 660,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_1500f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,400,000 psi | 710,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_1600f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,600 psi | 950 psi | 1,675 psi | 1,400,000 psi | 710,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_1650f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,300,000 psi | 660,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_1800f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,300 psi | 1,750 psi | 1,500,000 psi | 760,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_1800f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 1,600,000 psi | 810,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_1950f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,700,000 psi | 860,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_2000f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,000 psi | 1,300 psi | 1,825 psi | 1,600,000 psi | 810,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_2100f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,100 psi | 1,575 psi | 1,875 psi | 1,800,000 psi | 910,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_2250f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,700,000 psi | 860,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_2250f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,800,000 psi | 910,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_2250f-1.9E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,900,000 psi | 970,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_2400f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 1,800,000 psi | 910,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_M-10 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,400 psi | 800 psi | 1,600 psi | 1,200,000 psi | 560,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_M-11 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,550 psi | 850 psi | 1,675 psi | 1,500,000 psi | 700,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_M-12 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,600 psi | 850 psi | 1,675 psi | 1,600,000 psi | 750,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_M-13 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,600 psi | 950 psi | 1,675 psi | 1,400,000 psi | 650,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_M-14 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1000 psi | 1,750 psi | 1,700,000 psi | 790,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_M-15 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,100 psi | 1,750 psi | 1,500,000 psi | 700,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_M-18 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,000 psi | 1,200 psi | 1,825 psi | 1,800,000 psi | 840,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_M-19 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,000 psi | 1,300 psi | 1,825 psi | 1,600,000 psi | 750,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_M-21 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,300 psi | 1,400 psi | 1,950 psi | 1,900,000 psi | 890,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_M-22 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,350 psi | 1,500 psi | 1,950 psi | 1,700,000 psi | 790,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_M-23 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,900 psi | 1,975 psi | 1,800,000 psi | 840,000 psi | 180 psi | 625 psi | 0.49 ksi |
NLGA_M-24 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 1,800 psi | 2,100 psi | 1,900,000 psi | 890,000 psi | 180 psi | 625 psi | 0.49 ksi |
Douglas Fir-Larch (N) (E=2.0_to_2.2) Timber Properties
NLGA_2400f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 2,000,000 psi | 1,020,000 psi | 180 psi | 715 psi | 0.53 ksi |
NLGA_2550f-2.1E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,550 psi | 2,050 psi | 2,025 psi | 2,100,000 psi | 1,070,000 psi | 180 psi | 715 psi | 0.53 ksi |
NLGA_2700f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 2,150 psi | 2,100 psi | 2,200,000 psi | 1,120,000 psi | 180 psi | 715 psi | 0.53 ksi |
NLGA_M-25 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,750 psi | 2,000 psi | 2,100 psi | 2,200,000 psi | 1,030,000 psi | 180 psi | 715 psi | 0.53 ksi |
NLGA_M-26 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,800 psi | 1,800 psi | 2,150 psi | 2,000,000 psi | 930,000 psi | 180 psi | 715 psi | 0.53 ksi |
Douglas Fir-Larch (N) (E=2.3_&_higher) Timber Properties
NLGA_2850f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 2,300 psi | 2,150 psi | 2,300,000 psi | 1,170,000 psi | 190 psi | 715 psi | 0.57 ksi |
NLGA_3000f-2.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 3,000 psi | 2,400 psi | 2,200 psi | 2,400,000 psi | 1,220,000 psi | 190 psi | 715 psi | 0.57 ksi |
Douglas Fir-South (E=1.0_and_higher) Timber Properties
WWPA_900f-1.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 900 psi | 350 psi | 1,050 psi | 1,000,000 psi | 510,000 psi | 180 psi | 520 psi | 0.46 ksi |
WWPA_1200f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,200,000 psi | 610,000 psi | 180 psi | 520 psi | 0.46 ksi |
WWPA_1350f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 180 psi | 520 psi | 0.46 ksi |
WWPA_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 800 psi | 1,625 psi | 1,300,000 psi | 660,000 psi | 180 psi | 520 psi | 0.46 ksi |
WWPA_1500f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,400,000 psi | 710,000 psi | 180 psi | 520 psi | 0.46 ksi |
WWPA_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 180 psi | 520 psi | 0.46 ksi |
WWPA_1800f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 1,600,000 psi | 810,000 psi | 180 psi | 520 psi | 0.46 ksi |
WWPA_1950f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,700,000 psi | 860,000 psi | 180 psi | 520 psi | 0.46 ksi |
WWPA_2100f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,100 psi | 1,575 psi | 1,875 psi | 1,800,000 psi | 910,000 psi | 180 psi | 520 psi | 0.46 ksi |
WWPA_2250f-1.9E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,900,000 psi | 970,000 psi | 180 psi | 520 psi | 0.46 ksi |
WWPA_2400f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 2,000,000 psi | 1,020,000 psi | 180 psi | 520 psi | 0.46 ksi |
WWPA_2550f-2.1E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,550 psi | 2,050 psi | 2,025 psi | 2,100,000 psi | 1,070,000 psi | 180 psi | 520 psi | 0.46 ksi |
WWPA_2700f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 2,150 psi | 2,100 psi | 2,200,000 psi | 1,120,000 psi | 180 psi | 520 psi | 0.46 ksi |
WWPA_2850f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 2,300 psi | 2,150 psi | 2,300,000 psi | 1,170,000 psi | 180 psi | 520 psi | 0.46 ksi |
Englemann Spruce-Lodgepole Pine (E=1.0_and_higher) Timber Properties
WWPA_900f-1.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 900 psi | 350 psi | 1,050 psi | 1,000,000 psi | 510,000 psi | 135 psi | 335 psi | 0.38 ksi |
WWPA_1200f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,200,000 psi | 610,000 psi | 135 psi | 335 psi | 0.38 ksi |
WWPA_1350f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 135 psi | 335 psi | 0.38 ksi |
WWPA_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 800 psi | 1,625 psi | 1,300,000 psi | 660,000 psi | 135 psi | 335 psi | 0.38 ksi |
WWPA_1500f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,400,000 psi | 710,000 psi | 135 psi | 335 psi | 0.38 ksi |
Englemann Spruce-Lodgepole Pine (E=1.5_and_higher) Timber Properties
WWPA_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 160 psi | 555 psi | 0.46 ksi |
WWPA_1800f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 1,600,000 psi | 810,000 psi | 160 psi | 555 psi | 0.46 ksi |
WWPA_1950f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,700,000 psi | 860,000 psi | 160 psi | 555 psi | 0.46 ksi |
WWPA_2100f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,100 psi | 1,575 psi | 1,875 psi | 1,800,000 psi | 910,000 psi | 160 psi | 555 psi | 0.46 ksi |
WWPA_2250f-1.9E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,900,000 psi | 970,000 psi | 160 psi | 555 psi | 0.46 ksi |
WWPA_2400f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 2,000,000 psi | 1,020,000 psi | 160 psi | 555 psi | 0.46 ksi |
WWPA_2550f-2.1E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,550 psi | 2,050 psi | 2,025 psi | 2,100,000 psi | 1,070,000 psi | 160 psi | 555 psi | 0.46 ksi |
WWPA_2700f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 2,150 psi | 2,100 psi | 2,200,000 psi | 1,120,000 psi | 160 psi | 555 psi | 0.46 ksi |
WWPA_2850f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 2,300 psi | 2,150 psi | 2,300,000 psi | 1,170,000 psi | 160 psi | 555 psi | 0.46 ksi |
Hem-Fir (E=1.0_and_higher) Timber Properties
WCLIB_900f-1.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 900 psi | 350 psi | 1,050 psi | 1,000,000 psi | 510,000 psi | 140 psi | 405 psi | 0.43 ksi |
WCLIB_1200f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,200,000 psi | 610,000 psi | 140 psi | 405 psi | 0.43 ksi |
WCLIB_1250f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,250 psi | 800 psi | 1,475 psi | 1,400,000 psi | 710,000 psi | 140 psi | 405 psi | 0.43 ksi |
WCLIB_1350f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 140 psi | 405 psi | 0.43 ksi |
WCLIB_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 800 psi | 1,625 psi | 1,300,000 psi | 660,000 psi | 140 psi | 405 psi | 0.43 ksi |
WCLIB_1450f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 875 psi | 1,625 psi | 1,500,000 psi | 760,000 psi | 140 psi | 405 psi | 0.43 ksi |
WCLIB_1500f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,400,000 psi | 710,000 psi | 140 psi | 405 psi | 0.43 ksi |
WCLIB_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 140 psi | 405 psi | 0.43 ksi |
Hem-Fir (E=1.0_to_1.5) Timber Properties
WWPA_900f-1.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 900 psi | 350 psi | 1,050 psi | 1,000,000 psi | 510,000 psi | 150 psi | 405 psi | 0.43 ksi |
WWPA_1200f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,200,000 psi | 610,000 psi | 150 psi | 405 psi | 0.43 ksi |
WWPA_1350f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 150 psi | 405 psi | 0.43 ksi |
WWPA_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 800 psi | 1,625 psi | 1,300,000 psi | 660,000 psi | 150 psi | 405 psi | 0.43 ksi |
WWPA_1500f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,400,000 psi | 710,000 psi | 150 psi | 405 psi | 0.43 ksi |
WWPA_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 150 psi | 405 psi | 0.43 ksi |
Hem-Fir (E=1.6) Timber Properties
WCLIB_WWPA_1650f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,175 psi | 1,700 psi | 1,600,000 psi | 810,000 psi | 155 psi | 510 psi | 0.44 ksi |
WCLIB_WWPA_1700f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,700 psi | 1,175 psi | 1,725 psi | 1,600,000 psi | 810,000 psi | 155 psi | 510 psi | 0.44 ksi |
WCLIB_WWPA_1800f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 1,600,000 psi | 810,000 psi | 155 psi | 510 psi | 0.44 ksi |
Hem-Fir (E=1.7) Timber Properties
WCLIB_WWPA_1950f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,700,000 psi | 860,000 psi | 160 psi | 535 psi | 0.45 ksi |
Hem-Fir (E=1.8) Timber Properties
WCLIB_WWPA_1800f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,200 psi | 1,750 psi | 1,800,000 psi | 910,000 psi | 160 psi | 555 psi | 0.46 ksi |
WCLIB_WWPA_2100f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,100 psi | 1,575 psi | 1,875 psi | 1,800,000 psi | 910,000 psi | 160 psi | 555 psi | 0.46 ksi |
WCLIB_WWPA_2250f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,800,000 psi | 910,000 psi | 160 psi | 555 psi | 0.46 ksi |
Hem-Fir (E=1.9) Timber Properties
WCLIB_WWPA_2250f-1.9E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,900,000 psi | 970,000 psi | 165 psi | 580 psi | 0.47 ksi |
Hem-Fir (E=2) Timber Properties
WCLIB_WWPA_1800f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 2,000,000 psi | 1,020,000 psi | 170 psi | 600 psi | 0.48 ksi |
WCLIB_WWPA_2400f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 2,000,000 psi | 1,020,000 psi | 170 psi | 600 psi | 0.48 ksi |
WCLIB_WWPA_2700f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 1,800 psi | 2,100 psi | 2,000,000 psi | 1,020,000 psi | 170 psi | 600 psi | 0.48 ksi |
Hem-Fir (E=2.1) Timber Properties
WCLIB_WWPA_2550f-2.1E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,550 psi | 2,050 psi | 2,025 psi | 2,100,000 psi | 1,070,000 psi | 170 psi | 625 psi | 0.494 ksi |
Hem-Fir (E=2.2) Timber Properties
WCLIB_WWPA_2500f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,500 psi | 2,150 psi | 2,100 psi | 2,200,000 psi | 1,120,000 psi | 175 psi | 645 psi | 0.5 ksi |
WCLIB_WWPA_2700f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 2,150 psi | 2,100 psi | 2,200,000 psi | 1,120,000 psi | 175 psi | 645 psi | 0.5 ksi |
Hem-Fir (E=2.3) Timber Properties
WCLIB_WWPA_2850f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 2,300 psi | 2,150 psi | 2,300,000 psi | 1,170,000 psi | 175 psi | 670 psi | 0.51 ksi |
Hem-Fir (N) (E=1.0_and_higher) Timber Properties
NLGA_1200f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,200,000 psi | 610,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_1350f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_1400f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,400 psi | 800 psi | 1,600 psi | 1,200,000 psi | 610,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 800 psi | 1,625 psi | 1,300,000 psi | 660,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_1500f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,400,000 psi | 710,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_1600f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,600 psi | 950 psi | 1,675 psi | 1,400,000 psi | 710,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_1650f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,300,000 psi | 660,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_1800f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,300 psi | 1,750 psi | 1,500,000 psi | 760,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_1800f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 1,600,000 psi | 810,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_1950f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,700,000 psi | 860,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_2000f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,000 psi | 1,300 psi | 1,825 psi | 1,600,000 psi | 810,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_2100f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,100 psi | 1,575 psi | 1,875 psi | 1,800,000 psi | 910,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_2250f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,700,000 psi | 860,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_2250f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,800,000 psi | 910,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_2250f-1.9E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,900,000 psi | 970,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_2400f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 1,800,000 psi | 910,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_2400f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 2,000,000 psi | 1,020,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_2550f-2.1E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,550 psi | 2,050 psi | 2,025 psi | 2,100,000 psi | 1,070,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_2700f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 2,150 psi | 2,100 psi | 2,200,000 psi | 1,120,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_2850f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 2,300 psi | 2,150 psi | 2,300,000 psi | 1,170,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_3000f-2.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 3,000 psi | 2,400 psi | 2,200 psi | 2,400,000 psi | 1,220,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-10 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,400 psi | 800 psi | 1,600 psi | 1,200,000 psi | 560,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-11 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,550 psi | 850 psi | 1,675 psi | 1,500,000 psi | 700,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-12 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,600 psi | 850 psi | 1,675 psi | 1,600,000 psi | 750,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-13 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,600 psi | 950 psi | 1,675 psi | 1,400,000 psi | 650,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-14 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1000 psi | 1,750 psi | 1,700,000 psi | 790,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-15 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,100 psi | 1,750 psi | 1,500,000 psi | 700,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-18 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,000 psi | 1,200 psi | 1,825 psi | 1,800,000 psi | 840,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-19 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,000 psi | 1,300 psi | 1,825 psi | 1,600,000 psi | 750,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-21 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,300 psi | 1,400 psi | 1,950 psi | 1,900,000 psi | 890,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-22 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,350 psi | 1,500 psi | 1,950 psi | 1,700,000 psi | 790,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-23 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,900 psi | 1,975 psi | 1,800,000 psi | 840,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-24 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 1,800 psi | 2,100 psi | 1,900,000 psi | 890,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-25 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,750 psi | 2,000 psi | 2,100 psi | 2,200,000 psi | 1,030,000 psi | 145 psi | 405 psi | 0.46 ksi |
NLGA_M-26 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,800 psi | 1,800 psi | 2,150 psi | 2,000,000 psi | 930,000 psi | 145 psi | 405 psi | 0.46 ksi |
Southern Pine (E=1.0_to_1.7) Timber Properties
SPIB_750f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 750 psi | 425 psi | 925 psi | 1,400,000 psi | 710,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_850f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 850 psi | 475 psi | 975 psi | 1,400,000 psi | 710,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_975f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 975 psi | 550 psi | 1,450 psi | 1,600,000 psi | 810,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1050f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,050 psi | 450 psi | 1,225 psi | 1,200,000 psi | 610,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1050f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,050 psi | 575 psi | 1,500 psi | 1,600,000 psi | 810,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1200f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,300,000 psi | 660,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1200f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 650 psi | 1,550 psi | 1,600,000 psi | 810,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1250f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,250 psi | 725 psi | 1,600 psi | 1,600,000 psi | 810,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1350f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,400,000 psi | 710,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 825 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1500f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,500,000 psi | 760,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1500f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,600,000 psi | 810,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1500f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,700,000 psi | 860,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1650f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,750 psi | 1,700,000 psi | 860,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1800f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 1,600,000 psi | 810,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1850f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,850 psi | 1,175 psi | 1,850 psi | 1,700,000 psi | 860,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1950f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,500,000 psi | 760,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_1950f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,700,000 psi | 860,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-5 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 900 psi | 500 psi | 1,050 psi | 1,100,000 psi | 510,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-6 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,100 psi | 600 psi | 1,300 psi | 1,000,000 psi | 470,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-7 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 650 psi | 1,400 psi | 1,100,000 psi | 510,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-8 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,300 psi | 700 psi | 1,500 psi | 1,300,000 psi | 610,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-9 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,400 psi | 800 psi | 1,600 psi | 1,400,000 psi | 650,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-10 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,400 psi | 800 psi | 1,600 psi | 1,200,000 psi | 560,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-11 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,550 psi | 850 psi | 1,675 psi | 1,500,000 psi | 700,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-12 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,600 psi | 850 psi | 1,675 psi | 1,600,000 psi | 750,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-13 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,600 psi | 950 psi | 1,675 psi | 1,400,000 psi | 650,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-14 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1000 psi | 1,750 psi | 1,700,000 psi | 790,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-15 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,100 psi | 1,750 psi | 1,500,000 psi | 700,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-16 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,300 psi | 1,750 psi | 1,500,000 psi | 700,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-17 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,300 psi | 2,050 psi | 1,700,000 psi | 790,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-19 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,000 psi | 1,300 psi | 1,825 psi | 1,600,000 psi | 750,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-22 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,350 psi | 1,500 psi | 1,950 psi | 1,700,000 psi | 790,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-28 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,200 psi | 1,600 psi | 1,900 psi | 1,700,000 psi | 790,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-29 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,550 psi | 850 psi | 1,650 psi | 1,700,000 psi | 790,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-30 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,050 psi | 1,050 psi | 1,850 psi | 1,700,000 psi | 790,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-32 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 750 psi | 425 psi | 925 psi | 1,400,000 psi | 650,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-33 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 850 psi | 475 psi | 975 psi | 1,400,000 psi | 650,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-34 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 975 psi | 550 psi | 1,450 psi | 1,600,000 psi | 750,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-35 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,050 psi | 575 psi | 1,500 psi | 1,600,000 psi | 750,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-36 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 650 psi | 1,550 psi | 1,600,000 psi | 750,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-37 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,250 psi | 725 psi | 1,600 psi | 1,600,000 psi | 750,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-38 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,600,000 psi | 750,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-39 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,750 psi | 1,700,000 psi | 790,000 psi | 175 psi | 565 psi | 0.55 ksi |
SPIB_M-40 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,850 psi | 1,175 psi | 1,850 psi | 1,700,000 psi | 790,000 psi | 175 psi | 565 psi | 0.55 ksi |
Southern Pine (E=1.8) Timber Properties
SPIB_2100f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,100 psi | 1,575 psi | 1,875 psi | 1,800,000 psi | 910,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_2550f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,550 psi | 1,400 psi | 2,000 psi | 1,800,000 psi | 910,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_2850f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 1,600 psi | 2,100 psi | 1,800,000 psi | 910,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_M-18 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,000 psi | 1,200 psi | 1,825 psi | 1,800,000 psi | 840,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_M-23 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,900 psi | 1,975 psi | 1,800,000 psi | 840,000 psi | 190 psi | 805 psi | 0.57 ksi |
Southern Pine (E=1.9_and_higher) Timber Properties
SPIB_2250f-1.9E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,900,000 psi | 970,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_2400f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 2,000,000 psi | 1,020,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_2550f-2.1E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,550 psi | 2,050 psi | 2,025 psi | 2,100,000 psi | 1,070,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_2700f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 2,150 psi | 2,100 psi | 2,200,000 psi | 1,120,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_2850f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 2,300 psi | 2,150 psi | 2,300,000 psi | 1,170,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_3000f-2.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 3,000 psi | 2,400 psi | 2,200 psi | 2,400,000 psi | 1,220,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_M-20 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,000 psi | 1,600 psi | 2,100 psi | 1,900,000 psi | 890,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_M-21 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,300 psi | 1,400 psi | 1,950 psi | 1,900,000 psi | 890,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_M-24 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 1,800 psi | 2,100 psi | 1,900,000 psi | 890,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_M-25 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,750 psi | 2,000 psi | 2,100 psi | 2,200,000 psi | 1,030,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_M-26 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,800 psi | 1,800 psi | 2,150 psi | 2,000,000 psi | 930,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_M-27 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 3,000 psi | 2,000 psi | 2,400 psi | 2,100,000 psi | 980,000 psi | 190 psi | 805 psi | 0.57 ksi |
SPIB_M-31 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 1,600 psi | 2,150 psi | 1,900,000 psi | 890,000 psi | 190 psi | 805 psi | 0.57 ksi |
Spruce-Pine-Fir (E=1.2_to_1.7) Timber Properties
NLGA_1200f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,200,000 psi | 610,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_1350f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_1400f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,400 psi | 800 psi | 1,600 psi | 1,200,000 psi | 610,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 800 psi | 1,625 psi | 1,300,000 psi | 660,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_1500f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,400,000 psi | 710,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_1600f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,600 psi | 950 psi | 1,675 psi | 1,400,000 psi | 710,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_1650f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,300,000 psi | 660,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_1800f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,300 psi | 1,750 psi | 1,500,000 psi | 760,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_1800f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 1,600,000 psi | 810,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_1950f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,700,000 psi | 860,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_2000f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,000 psi | 1,300 psi | 1,825 psi | 1,600,000 psi | 810,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_2250f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,700,000 psi | 860,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_M-10 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,400 psi | 800 psi | 1,600 psi | 1,200,000 psi | 560,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_M-11 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,550 psi | 850 psi | 1,675 psi | 1,500,000 psi | 700,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_M-12 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,600 psi | 850 psi | 1,675 psi | 1,600,000 psi | 750,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_M-13 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,600 psi | 950 psi | 1,675 psi | 1,400,000 psi | 650,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_M-14 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1000 psi | 1,750 psi | 1,700,000 psi | 790,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_M-15 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,100 psi | 1,750 psi | 1,500,000 psi | 700,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_M-19 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,000 psi | 1,300 psi | 1,825 psi | 1,600,000 psi | 750,000 psi | 135 psi | 425 psi | 0.42 ksi |
NLGA_M-22 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,350 psi | 1,500 psi | 1,950 psi | 1,700,000 psi | 790,000 psi | 135 psi | 425 psi | 0.42 ksi |
Spruce-Pine-Fir (E=1.8_to_1.9) Timber Properties
NLGA_2100f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,100 psi | 1,575 psi | 1,875 psi | 1,800,000 psi | 910,000 psi | 160 psi | 525 psi | 0.46 ksi |
NLGA_2250f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,800,000 psi | 910,000 psi | 160 psi | 525 psi | 0.46 ksi |
NLGA_2250f-1.9E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,900,000 psi | 970,000 psi | 160 psi | 525 psi | 0.46 ksi |
NLGA_2400f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 1,800,000 psi | 910,000 psi | 160 psi | 525 psi | 0.46 ksi |
NLGA_M-18 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,000 psi | 1,200 psi | 1,825 psi | 1,800,000 psi | 840,000 psi | 160 psi | 525 psi | 0.46 ksi |
NLGA_M-21 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,300 psi | 1,400 psi | 1,950 psi | 1,900,000 psi | 890,000 psi | 160 psi | 525 psi | 0.46 ksi |
NLGA_M-23 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,900 psi | 1,975 psi | 1,800,000 psi | 840,000 psi | 160 psi | 525 psi | 0.46 ksi |
NLGA_M-24 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 1,800 psi | 2,100 psi | 1,900,000 psi | 890,000 psi | 160 psi | 525 psi | 0.46 ksi |
Spruce-Pine-Fir (E=2.0_and_higher) Timber Properties
NLGA_2400f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 2,000,000 psi | 1,020,000 psi | 170 psi | 615 psi | 0.5 ksi |
NLGA_2550f-2.1E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,550 psi | 2,050 psi | 2,025 psi | 2,100,000 psi | 1,070,000 psi | 170 psi | 615 psi | 0.5 ksi |
NLGA_2700f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 2,150 psi | 2,100 psi | 2,200,000 psi | 1,120,000 psi | 170 psi | 615 psi | 0.5 ksi |
NLGA_2850f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 2,300 psi | 2,150 psi | 2,300,000 psi | 1,170,000 psi | 170 psi | 615 psi | 0.5 ksi |
NLGA_3000f-2.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 3,000 psi | 2,400 psi | 2,200 psi | 2,400,000 psi | 1,220,000 psi | 170 psi | 615 psi | 0.5 ksi |
NLGA_M-25 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,750 psi | 2,000 psi | 2,100 psi | 2,200,000 psi | 1,030,000 psi | 170 psi | 615 psi | 0.5 ksi |
NLGA_M-26 Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,800 psi | 1,800 psi | 2,150 psi | 2,000,000 psi | 930,000 psi | 170 psi | 615 psi | 0.5 ksi |
Spruce-Pine-Fir (S) (E=1.0_to_1.1) Timber Properties
NELMA_WCLIB_WWPA_900f-1.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 900 psi | 350 psi | 1,050 psi | 1,000,000 psi | 510,000 psi | 135 psi | 335 psi | 0.36 ksi |
Spruce-Pine-Fir (S) (E=1.2_to_1.7) Timber Properties
WWPA_1200f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,200,000 psi | 610,000 psi | 150 psi | 465 psi | 0.42 ksi |
WWPA_1350f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 150 psi | 465 psi | 0.42 ksi |
WWPA_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 800 psi | 1,625 psi | 1,300,000 psi | 660,000 psi | 150 psi | 465 psi | 0.42 ksi |
WWPA_1500f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,400,000 psi | 710,000 psi | 150 psi | 465 psi | 0.42 ksi |
WWPA_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 150 psi | 465 psi | 0.42 ksi |
WWPA_1800f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 1,600,000 psi | 810,000 psi | 150 psi | 465 psi | 0.42 ksi |
WWPA_1950f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,700,000 psi | 860,000 psi | 150 psi | 465 psi | 0.42 ksi |
Spruce-Pine-Fir (S) (E=1.2_to_1.9) Timber Properties
NELMA_1200f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,200,000 psi | 610,000 psi | 150 psi | 465 psi | 0.42 ksi |
NELMA_1350f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 150 psi | 465 psi | 0.42 ksi |
NELMA_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 800 psi | 1,625 psi | 1,300,000 psi | 660,000 psi | 150 psi | 465 psi | 0.42 ksi |
NELMA_1500f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,400,000 psi | 710,000 psi | 150 psi | 465 psi | 0.42 ksi |
NELMA_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 150 psi | 465 psi | 0.42 ksi |
NELMA_1800f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 1,600,000 psi | 810,000 psi | 150 psi | 465 psi | 0.42 ksi |
NELMA_1950f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,700,000 psi | 860,000 psi | 150 psi | 465 psi | 0.42 ksi |
NELMA_2100f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,100 psi | 1,575 psi | 1,875 psi | 1,800,000 psi | 910,000 psi | 150 psi | 465 psi | 0.46 ksi |
NELMA_2250f-1.9E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,900,000 psi | 970,000 psi | 150 psi | 465 psi | 0.46 ksi |
Spruce-Pine-Fir (S) (E=1.8_to_1.9) Timber Properties
WWPA_2100f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,100 psi | 1,575 psi | 1,875 psi | 1,800,000 psi | 910,000 psi | 160 psi | 555 psi | 0.42 ksi |
WWPA_2250f-1.9E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,900,000 psi | 970,000 psi | 160 psi | 555 psi | 0.42 ksi |
Spruce-Pine-Fir (S) (E=2.0_and_higher) Timber Properties
NELMA_WWPA_2400f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 2,000,000 psi | 1,020,000 psi | 175 psi | 645 psi | 0.5 ksi |
NELMA_WWPA_2550f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,550 psi | 2,050 psi | 2,025 psi | 2,100,000 psi | 1,070,000 psi | 175 psi | 645 psi | 0.5 ksi |
NELMA_WWPA_2700f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 2,150 psi | 2,100 psi | 2,200,000 psi | 1,120,000 psi | 175 psi | 645 psi | 0.5 ksi |
NELMA_WWPA_2850f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 2,300 psi | 2,150 psi | 2,300,000 psi | 1,170,000 psi | 175 psi | 645 psi | 0.5 ksi |
Western Cedars (E=1.0_and_higher) Timber Properties
_900f-1.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 900 psi | 350 psi | 1,050 psi | 1,000,000 psi | 510,000 psi | 155 psi | 425 psi | 0.36 ksi |
_1200f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,200,000 psi | 610,000 psi | 155 psi | 425 psi | 0.36 ksi |
_1250f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,250 psi | 800 psi | 1,475 psi | 1,400,000 psi | 710,000 psi | 155 psi | 425 psi | 0.36 ksi |
_1350f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 155 psi | 425 psi | 0.36 ksi |
_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 800 psi | 1,625 psi | 1,300,000 psi | 660,000 psi | 155 psi | 425 psi | 0.36 ksi |
_1450f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 875 psi | 1,625 psi | 1,500,000 psi | 760,000 psi | 155 psi | 425 psi | 0.36 ksi |
_1500f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,400,000 psi | 710,000 psi | 155 psi | 425 psi | 0.36 ksi |
_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 155 psi | 425 psi | 0.36 ksi |
_1650f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,175 psi | 1,700 psi | 1,600,000 psi | 810,000 psi | 155 psi | 425 psi | 0.36 ksi |
_1700f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,700 psi | 1,175 psi | 1,725 psi | 1,600,000 psi | 810,000 psi | 155 psi | 425 psi | 0.36 ksi |
_1800f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 1,600,000 psi | 810,000 psi | 155 psi | 425 psi | 0.36 ksi |
_1800f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,200 psi | 1,750 psi | 1,800,000 psi | 910,000 psi | 155 psi | 425 psi | 0.36 ksi |
_1800f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 2,000,000 psi | 1,020,000 psi | 155 psi | 425 psi | 0.36 ksi |
_1950f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,700,000 psi | 860,000 psi | 155 psi | 425 psi | 0.36 ksi |
_2100f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,100 psi | 1,575 psi | 1,875 psi | 1,800,000 psi | 910,000 psi | 155 psi | 425 psi | 0.36 ksi |
_2250f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,800,000 psi | 910,000 psi | 155 psi | 425 psi | 0.36 ksi |
_2250f-1.9E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,900,000 psi | 970,000 psi | 155 psi | 425 psi | 0.36 ksi |
_2400f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 2,000,000 psi | 1,020,000 psi | 155 psi | 425 psi | 0.36 ksi |
_2500f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,500 psi | 1,750 psi | 2,000 psi | 2,200,000 psi | 1,120,000 psi | 155 psi | 425 psi | 0.36 ksi |
_2550f-2.1E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,550 psi | 2,050 psi | 2,025 psi | 2,100,000 psi | 1,070,000 psi | 155 psi | 425 psi | 0.36 ksi |
_2700f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 1,800 psi | 2,100 psi | 2,000,000 psi | 1,020,000 psi | 155 psi | 425 psi | 0.36 ksi |
_2700f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 2,150 psi | 2,100 psi | 2,200,000 psi | 1,120,000 psi | 155 psi | 425 psi | 0.36 ksi |
_2850f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 2,300 psi | 2,150 psi | 2,300,000 psi | 1,170,000 psi | 155 psi | 425 psi | 0.36 ksi |
Western Woods (E=1.0_and_higher) Timber Properties
_900f-1.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 900 psi | 350 psi | 1,050 psi | 1,000,000 psi | 510,000 psi | 135 psi | 335 psi | 0.36 ksi |
_1200f-1.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,200 psi | 600 psi | 1,400 psi | 1,200,000 psi | 610,000 psi | 135 psi | 335 psi | 0.36 ksi |
_1250f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,250 psi | 800 psi | 1,475 psi | 1,400,000 psi | 710,000 psi | 135 psi | 335 psi | 0.36 ksi |
_1350f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,350 psi | 750 psi | 1,600 psi | 1,300,000 psi | 660,000 psi | 135 psi | 335 psi | 0.36 ksi |
_1450f-1.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 800 psi | 1,625 psi | 1,300,000 psi | 660,000 psi | 135 psi | 335 psi | 0.36 ksi |
_1450f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,450 psi | 875 psi | 1,625 psi | 1,500,000 psi | 760,000 psi | 135 psi | 335 psi | 0.36 ksi |
_1500f-1.4E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,500 psi | 900 psi | 1,650 psi | 1,400,000 psi | 710,000 psi | 135 psi | 335 psi | 0.36 ksi |
_1650f-1.5E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,020 psi | 1,700 psi | 1,500,000 psi | 760,000 psi | 135 psi | 335 psi | 0.36 ksi |
_1650f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,650 psi | 1,175 psi | 1,700 psi | 1,600,000 psi | 810,000 psi | 135 psi | 335 psi | 0.36 ksi |
_1700f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,700 psi | 1,175 psi | 1,725 psi | 1,600,000 psi | 810,000 psi | 135 psi | 335 psi | 0.36 ksi |
_1800f-1.6E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 1,600,000 psi | 810,000 psi | 135 psi | 335 psi | 0.36 ksi |
_1800f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,200 psi | 1,750 psi | 1,800,000 psi | 910,000 psi | 135 psi | 335 psi | 0.36 ksi |
_1800f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,800 psi | 1,175 psi | 1,750 psi | 2,000,000 psi | 1,020,000 psi | 135 psi | 335 psi | 0.36 ksi |
_1950f-1.7E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 1,950 psi | 1,375 psi | 1,800 psi | 1,700,000 psi | 860,000 psi | 135 psi | 335 psi | 0.36 ksi |
_2100f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,100 psi | 1,575 psi | 1,875 psi | 1,800,000 psi | 910,000 psi | 135 psi | 335 psi | 0.36 ksi |
_2250f-1.8E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,800,000 psi | 910,000 psi | 135 psi | 335 psi | 0.36 ksi |
_2250f-1.9E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,250 psi | 1,750 psi | 1,925 psi | 1,900,000 psi | 970,000 psi | 135 psi | 335 psi | 0.36 ksi |
_2400f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,400 psi | 1,925 psi | 1,975 psi | 2,000,000 psi | 1,020,000 psi | 135 psi | 335 psi | 0.36 ksi |
_2500f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,500 psi | 1,750 psi | 2,000 psi | 2,200,000 psi | 1,120,000 psi | 135 psi | 335 psi | 0.36 ksi |
_2550f-2.1E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,550 psi | 2,050 psi | 2,025 psi | 2,100,000 psi | 1,070,000 psi | 135 psi | 335 psi | 0.36 ksi |
_2700f-2.0E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 1,800 psi | 2,100 psi | 2,000,000 psi | 1,020,000 psi | 135 psi | 335 psi | 0.36 ksi |
_2700f-2.2E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,700 psi | 2,150 psi | 2,100 psi | 2,200,000 psi | 1,120,000 psi | 135 psi | 335 psi | 0.36 ksi |
_2850f-2.3E Material Properties
| Unit System | Bending Strength, Fb | Tensile Strength, Ft | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Shear Modulus, G |
| Imperial | 2,850 psi | 2,300 psi | 2,150 psi | 2,300,000 psi | 1,170,000 psi | 135 psi | 335 psi | 0.36 ksi |
