Comments (1)
The program is written independent of units. You can use any units system you want. The only requirement is that you must be consistent with all your inputs. For example, if you input node positions using meters, you must use m4 for moments of inertia.
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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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