[Base] Shell03 – Curved Beam with Static Loads
- Halil Yasavul (Unlicensed)
- Gokhan Alkan (Unlicensed)
App
Object Link: https://openbrim.org/objidyvjfs1i4x6jt71lko8u0f.project
Library
Object Link: https://openbrim.org/objiddykgrci7chnb70o0soybcn.libobj
Thin Plate Option and Thick Plate Option DOC-92 DONE
| Model and Mesh | Load Case and Type | Output Parameter | OpenBrIM | SAP2000 | Independent | Percent Difference (SAP2000 vs Independent) | Percent Difference (OpenBrIM vs Independent) |
|---|---|---|---|---|---|---|---|
Model A 6x1 mesh | Load case IN In-Plane | Uy, in Average of jts 7 and 14 | ipa: | 0.0773 | 0.0886 | -13% | ipa; |
Model B 90x1 mesh | 0.0845 | -5% | ipb; | ||||
Model C 90x3 mesh | ipc: | 0.0884 | 0% | ipc; | |||
Model D 6x1 mesh with each of 6 objects submeshed 15x3 | ipd: | 0.0893 | 1% | ipd; |
Thick Plate Option
| Model and Mesh | Load Case and Type | Output Parameter | OpenBrIM | SAP2000 | Independent | Percent Difference (SAP2000 vs Independent) | Percent Difference (OpenBrIM vs Independent) |
|---|---|---|---|---|---|---|---|
Model A 6x1 mesh | Load case OUT Out-of-Plane | Uz, in Average of jts 7 and 14 | opa: | 0.4298 | 0.4546 | -5% | opa; |
Model B 90x1 mesh | opb: | 0.4566 | 0% | opb; | |||
Model C 90x3 mesh | opc: | 0.4558 | 0% | opc; | |||
Model D 6x1 mesh with each of 6 objects submeshed 15x3 | opd: | 0.4570 | 1% | opd; |