US East 2.1 Versa-Lam Timber Properties
The below table outlines the material properties for US East 2.1 Versa-Lam material including the young's modulus, yield strength, ultimate strength and other relevant mechanical properties required for structural and mechanical design.
US East 2.1 Versa-Lam Modulus of Elasticity
The Modulus of Elasticity of US East 2.1 Versa-Lam ranges between 1,800,000 and 2,100,000 psi Young's Modulus represents the material overall strength. See the below tables to get your specific material grade material strength.
US East 2.1 Versa-Lam Shear Modulus
The Shear Modulus of US East 2.1 Versa-Lam is 0.5 ksi.
Versa-Lam LVL Beams 2.1E 3100 Timber 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 | 3,100 psi | 285 psi | 750 psi | 3,000 psi | 2,100,000 psi | 1,100,000 psi | 0.5 ksi |
Versa-Lam LVL Columns 1.8E 2650 Timber 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 | 2,650 psi | 285 psi | 750 psi | 3,000 psi | 1,800,000 psi | 900,000 psi | 0.5 ksi |
Versa-Stud LVL 1.8E 2650 Timber 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 | 2,650 psi | 285 psi | 750 psi | 3,000 psi | 1,800,000 psi | 900,000 psi | 0.5 ksi |
