Model used to demonstrate the stability analysis of tapered timber member according to the equivalent member method.
Model Used in
Tapered Timber Girder
Number of Nodes | 3 |
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 | 2 |
Number of Result Combinations | 0 |
Total Weight | 0.521 tons |
Dimensions (Metric) | 14.000 x 0.250 x 0.000 m |
Dimensions (Imperial) | 45.93 x 0.82 x 0 feet |
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