Fink Truss: ΣΦΑΙΡΙΚΗ ΕΙΚΟΝΑ
The purpose of this test case is to validate some of the unit conversion for metric units. Σε αυτό το παράδειγμα, the following units were changed:
- Στιγμή (kN-m to N-m)
- Δύναμη λόγω σκυροδέματος (kN to kg)
- Πίεση (MPa to kPa)
For information purposes, g = 9.80665 is used.
The results are compared internally due to the concern of the verification only limited in the unit conversion of results and not necessarily the analysis.
Ρύθμιση μοντέλου
The structure is a 30-node, 48-member frame structure supported by fixed supports. The building consists of general section beams made from steel.
Evaluation points: 10
Solve Type: Linear Analysis
Αποτελέσματα ανάλυσης
| Αποτέλεσμα | Τοποθεσία | SkyCiv Default | SkyCiv Converted Units | Conversion Equivalent |
|---|---|---|---|---|
| Moment Z | Μέλος 30, Start Node | -2036.029 kN-m | -2036028.967 N-m | -2036.029 kN-m |
| Στιγμή Υ | Μέλος 46, Start Node | -54.864 kN-m | -54863.752 N-m | -54.864 kN-m |
| Διάτμηση Υ | Μέλος 14, End Node | -32.228 ΚΝ | 3286.387 κιλό | 32.228 ΚΝ |
| Διάτμηση Ζ | Μέλος 48, End Node | -0.593 ΚΝ | -60.504 κιλό | 0.593 ΚΝ |
| Αντίδραση Υ | Κόμβος 33 | 599.442 ΚΝ | 61126.04 κιλό | 599.442 ΚΝ |
| Αντίδραση Υ | Κόμβος 27 | 0.000 ΚΝ | 0.000 κιλό | 0.000 ΚΝ |
| Αξονικός | Μέλος 19 | -1049.663 ΚΝ | -107035.795 κιλό | -1049.663 ΚΝ |
| Αξονικός | Μέλος 17 | 296.684 ΚΝ | 30253.338 κιλό | 296.684 ΚΝ |
* due to general sections being used, the results for stresses cannot be obtained.
