Member with the given boundary conditions is loaded with the moment and the axial force. Neglecting its self-weight, determine the beam's maximum torsional deformation as well as its inner torsional moment defined as a sum of a primary torsional moment and torsional moment caused by the normal force. Provide a comparison of those values while assuming or neglecting the influence of the normal force.
Verification Example 000054 | 1
Number of Nodes | 2 |
Number of Lines | 1 |
Number of Members | 1 |
Number of Surfaces | 0 |
Number of Solids | 0 |
Number of Load Cases | 1 |
Number of Load Combinations | 0 |
Number of Result Combinations | 0 |
Total Weight | 0.206 tons |
Dimensions (Metric) | 3.000 x 0.000 x 0.000 m |
Dimensions (Imperial) | 9.84 x 0 x 0 feet |
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