ΣΦΑΙΡΙΚΗ ΕΙΚΟΝΑ
The purpose of this test case is to validate some of the analysis of a structure with custom sections with the inclusion of shear area in the analysis, ΕΙΔΙΚΑ:
- Εκτροπή
- Forces/Moments
- Non-linear Analysis using small displacement theory
The Structural 3D results were compared against a third party analysis software.
Ρύθμιση μοντέλου
The structure is a 168-node, 446-member frame structure supported by fixed supports. The building exterior consists of 5 rectangular sections, with the base section having a dimension of 120×220 and where every succeeding level, the depth of the section decreases by 20mm. The horizontal members, as well as the exterior braces, have a circular section with a diameter of 30. The rectangular sections are comprised of a material property labelled as ‘coconut wood’, while the circular sections are made of a material property labelled ‘bamboo’.
Evaluation points: 10
Solve Type: Μη γραμμική ανάλυση (14 επαναλήψεις)
Αποτελέσματα ανάλυσης
| Αποτέλεσμα | Τοποθεσία | SkyCiv | Τρίτο μέρος | Διαφορά |
|---|---|---|---|---|
| Moment Z | Μέλος 78, End Node | 0.65826 kN-m | 0.65854 kN-m | -0.04252% |
| Στιγμή Υ | Μέλος 72, Start Node | 0.61653 kN-m | 0.61735 kN-m | 0.13283% |
| Διάτμηση Υ | Μέλος 106, Start Node | 0.10206 ΚΝ | 0.10167 ΚΝ | 0.38359% |
| Διάτμηση Ζ | Μέλος 105, End Node | -3.07076 ΚΝ | -3.10246 ΚΝ | -1.02177% |
| Αντίδραση Υ | Κόμβος 117 | -20.20429 ΚΝ | -20.21266 ΚΝ | -0.04141% |
| Αντίδραση Υ | Κόμβος 76 | 14.89095 ΚΝ | 14.89485 ΚΝ | -0.02618% |
| Deflection X | Κόμβος 86 | 5.04312 χιλ | 5.01348 χιλ | 0.59121% |
| Deflection Y | Κόμβος 18 | -0.11258 χιλ | -0.11255 χιλ | 0.02665% |
| Περιστροφή Z | Κόμβος 116 | 0.00228 rad | 0.00227 rad | 0.44053% |
| Rotation X | Κόμβος 110 | -0.00133 rad | -0.00133 | 0.00000% |
Result Screenshots
