WoodNDS ®Weyerhaeuser_grade_TJ-9020 Pacific Coast and Northwest
Weyerhaeuser_grade_TJ-9020 Pacific Coast and Northwest Wood Properties
The below table outlines the material properties for Weyerhaeuser_grade_TJ-9020 Pacific Coast and Northwest material including the young's modulus, yield strength, ultimate strength and other relevant mechanical properties required for structural and mechanical design.
Weyerhaeuser_grade_TJ-9020 Pacific Coast and Northwest Modulus of Elasticity
The Modulus of Elasticity of Weyerhaeuser_grade_TJ-9020 Pacific Coast and Northwest ranges between 1,300,000 and 2,200,000 psi Young's Modulus represents the material overall strength. See the below tables to get your specific material grade material strength.
Weyerhaeuser_grade_TJ-9020 Pacific Coast and Northwest Shear Modulus
The Shear Modulus of Weyerhaeuser_grade_TJ-9020 Pacific Coast and Northwest is 0.5 ksi.
Microllam LVL 2.0E Wood 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 Wood 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 | 2,500 psi | 1,800,000 psi | 914,880 psi | 0.5 ksi |
Parallam LVL 2.2E Wood 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 | 2,200,000 psi | 1,118,190 psi | 0.5 ksi |
TimberStrand LSL 1.3E Wood 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 | 670 psi | 1,835 psi | 1,300,000 psi | 660,750 psi | 0.5 ksi |
TimberStrand LSL 1.55E Wood 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 |
