Problem Description
...
- Plate bending analysis of shell elements when shear deformations are significant
- Area object stiffness modifiers
- Frame distributed loads
App Object Link:
https://openbrim.org/objidwgcdyzyogtf4u1jjtoyi.project
Library Object Link:
https://openbrim.org/objid3d8sfz694uzrl2jdpetgh8.libobj
Model | Output Parameter | OpenBrIM | SAP2000 | Independent | Percent Difference (SAP2000 vs Independent) | Percent Difference (OpenBrIM vs Independent) |
---|---|---|---|---|---|---|
A Thin plate | Uz at outer edge Bending Deflection in | −0.00521 | -0.00522 | -0.00521 | 0.2% | 0% |