Weyerhaeuser_grade_TJ-9000 Timber Properties
The below table outlines the material properties for Weyerhaeuser_grade_TJ-9000 material including the young's modulus, yield strength, ultimate strength and other relevant mechanical properties required for structural and mechanical design.
Weyerhaeuser_grade_TJ-9000 Modulus of Elasticity
The Modulus of Elasticity of Weyerhaeuser_grade_TJ-9000 ranges between 1,300,000 and 2,000,000 psi Young's Modulus represents the material overall strength. See the below tables to get your specific material grade material strength.
Weyerhaeuser_grade_TJ-9000 Shear Modulus
The Shear Modulus of Weyerhaeuser_grade_TJ-9000 is 0.5 ksi.
Microllam LVL 2.0E Timber Properties
Beam Material Properties
| Unit System | Bending Strength, Fb | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Modulus, G |
| Imperial | 2,600 psi | 285 psi | 750 psi | 2,510 psi | 2,000,000 psi | 1,016,535 psi | 0.5 ksi |
Parallam LVL 1.8E Timber Properties
Column Material Properties
| Unit System | Bending Strength, Fb | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Modulus, G |
| Imperial | 2,400 psi | 190 psi | 545 psi | 2,510 psi | 1,800,000 psi | 914,880 psi | 0.5 ksi |
Parallam LVL 2.2E Timber Properties
Beam Material Properties
| Unit System | Bending Strength, Fb | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Modulus, G |
| Imperial | 2,900 psi | 290 psi | 625 psi | 2,900 psi | 2,000,000 psi | 1,016,535 psi | 0.5 ksi |
TimberStrand LSL 1.3E Timber Properties
Beam/Column Material Properties
| Unit System | Bending Strength, Fb | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Modulus, G |
| Imperial | 1,700 psi | 425 psi | 710 psi | 1,835 psi | 1,300,000 psi | 660,750 psi | 0.5 ksi |
Plank Material Properties
| Unit System | Bending Strength, Fb | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Modulus, G |
| Imperial | 1,900 psi | 150 psi | 7,670 psi | 1,835 psi | 1,300,000 psi | 660,750 psi | 0.5 ksi |
TimberStrand LSL 1.55E Timber Properties
Beam Material Properties
| Unit System | Bending Strength, Fb | Shear Strength, Fv | Compressive Parallel to Grain Strength, Fcp | Compressive Strength, Fc | Modulus of Elasticity, E | Minimum Modulus of Elasticity, Emin | Shear Modulus, G |
| Imperial | 2,325 psi | 310 psi | 900 psi | 2,710 psi | 1,550,000 psi | 787,815 psi | 0.5 ksi |
