ΣΦΑΙΡΙΚΗ ΕΙΚΟΝΑ
The purpose of this test case is to validate some of the analysis of a typical structure with both concrete and steel elements, ΕΙΔΙΚΑ:
- Εκτροπή
- Forces/Moments
- Linear Analysis
The Structural 3D results were compared against a third-party analysis software.
Ρύθμιση μοντέλου
The structure is a 75-node, 143-member frame structure supported by pinned supports. The building consists of rectangular concrete sections and trusses comprised of L-3x3x1/4 sections.
Evaluation points: 10
Solve Type: Linear Analysis
Αποτελέσματα ανάλυσης
| Αποτέλεσμα | Τοποθεσία | SkyCiv | Τρίτο μέρος | Διαφορά |
|---|---|---|---|---|
| Moment Z | Μέλος 6, End Node | -23.14527 kN-m | -23.12560 kN-m | -0.08506% |
| Στιγμή Υ | Μέλος 113, Start Node | -3.49773 kN-m | -3.49770 kN-m | -0.000858% |
| Διάτμηση Υ | Μέλος 41, End Node | -19.33509 ΚΝ | -19.33526 ΚΝ | 0.00088% |
| Διάτμηση Ζ | Μέλος 120, Start Node | -2.02810 ΚΝ | -2.02741 ΚΝ | 0.03403% |
| Αντίδραση Υ | Κόμβος 9 | 125.21598 ΚΝ | 125.79432 ΚΝ | -0.45975% |
| Αντίδραση Υ | Κόμβος 32 | 102.17532 ΚΝ | 102.17130 ΚΝ | 0.00393% |
| Deflection X | Κόμβος 39 | 0.12077 χιλ | 0.12125 χιλ | -0.39588% |
| Deflection Y | Κόμβος 42 | -0.50116 χιλ | -0.50114 χιλ | 0.00399% |
| Περιστροφή Z | Κόμβος 61 | 0.00483 rad | 0.00483 rad | 0.00000% |
| Rotation X | Κόμβος 14 | 0.00273 rad | 0.00274 | 0.36496% |
Result Screenshots
