This model was used to verify the adequacy of a 2x4 dimension lumber subject to combined bi-axial bending and axial compression.
Model Used in
Timber Beam-Column
Number of Nodes | 2 |
Number of Lines | 1 |
Number of Members | 1 |
Number of Surfaces | 0 |
Number of Solids | 0 |
Number of Load Cases | 3 |
Number of Load Combinations | 1 |
Number of Result Combinations | 0 |
Total Weight | 0.002 tons |
Dimensions (Metric) | 0.000 x 0.914 x 0.000 m |
Dimensions (Imperial) | 0 x 3 x 0 feet |
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