Comments (3)
Thanks for reporting it. I'll have a look as soon as I get a moment.
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It should be fixed now. I had left a 6 multiplier off of the concentrated moment fixed end reaction calculations on one end of the beam. Try it now and let me know if it works so I can close this out. I recommend upgrading to version 0.0.24, which has some major improvements and bug fixes. It's available via pip.
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Thanks for fixing it so fast. I can confirm it is working now and giving the correct reaction loads.
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Related Issues (20)
- Error in global geometric stiffness matrix HOT 1
- Possible code reorganisation HOT 4
- merge_duplicate_nodes removes supports HOT 3
- Some distributed loads not noted in visualizer
- Error in member3D HOT 3
- Model Re-Analysis HOT 5
- Enforced Nodal Displacements are Overridden by Spring Supports HOT 6
- VTK visualization crashing Jupyter kernel; causing errors in terminal HOT 5
- multiprocessing HOT 3
- Possible issue with spring restrain HOT 4
- Add methods to Member for returning result arrays HOT 2
- PendingDeprecationWarning: matrix subclass to be deprecated HOT 1
- Load cases added to load combos HOT 4
- New release with new array and plotting features? HOT 2
- PhysMember with AuxNodes Bug [Solution Included] HOT 1
- Implement rotational springs? HOT 3
- Discontinuities in moment, deflection diagrams HOT 8
- Cannot create PDF report HOT 2
- Post-processing - analysis fails for two span beams HOT 2
- Define hinge at a member HOT 2
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