Name | Name | Material Name. Perferably use material class e.g. C24 or GL24c. Default is set to GL24c. | Text |
Type | Type | Input a text with Material type according to EC5 Table 3.2. Acceptable values:
Solid Timber
Gluelam
LVL. Default is set to Gluelam. | Text |
Bending Resistance | fmk | Bending Characteristic Resistance in [MPa]. Default is set to 24 MPa. | Number |
Parallel Tension Resistence | ft0k | Parallel Characteristic Tension Resistance in [MPa]. Default is set to 17 MPa. | Number |
Perpendicular Tension Resistence | ft90k | Perpendicular Characteristic Tension Resistance in [MPa]. Default is set to 0.5 MPa. | Number |
Palallel Compression Resistence | fc0k | Palallel Characteristic Compression Resistance in [MPa]. Default is set to 21.5 MPa. | Number |
Perpendicular Compression Resistence | fc90k | Perpendicular Characteristic Compression Resistance in [MPa]. Default is set to 2.5 MPa. | Number |
Shear Resistence | fvk | Characteristic Shear Resistance in [MPa]. Default is set to 3.5 MPa. | Number |
Mean modulus of elasticity parallel | E0mean | Mean modulus of elasticity parallel to grain [MPa]. Default is set to 11000 MPa. | Number |
5% modulus of elasticity parallel | E05 | 5% modulus of elasticity parallel to grain [MPa]. Default is set to 9100 MPa. | Number |
Mean modulus of elasticity perpendicular | E90mean | Mean modulus of elasticity perpendiculat to grain [MPa]. Default is set to 300 MPa. | Number |
Mean modulus of elasticity shear | Gmean | Mean modulus of elasticity shear to grain [MPa]. Default is set to 650 GPa. | Number |
5% modulus of elasticity shear | G05 | 5th-percentile modulus of elasticity shear to grain [MPa]. Default is set to 540 MPa. | Number |
Material Coefficient | γm | Material Coefficient. If no value is provided, Beaver will calculate it according to EC5, 2.4.1, Tab. 2.3. | Number |