Concrete elliptical single-flight left-hand staircase.
5 star | ||
4 star | ||
3 star | ||
2 star | ||
1 star |
STC024 | Elliptical Single-Flight Staircase
Block parameters editable dynamically | |
Number of Nodes | 84 |
Number of Lines | 10 |
Number of Members | 0 |
Number of Surfaces | 3 |
Number of Solids | 0 |
Number of Load Cases | 1 |
Number of Load Combinations | 0 |
Number of Result Combinations | 0 |
Total Weight | 20.641 tons |
Dimensions (Metric) | 10.075 x 3.900 x 7.069 m |
Dimensions (Imperial) | 33.05 x 12.8 x 23.19 feet |
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.





In SHAPE-THIN 8, the effective cross-section of stiffened buckling panels can be calculated according to EN 1993-1-5, Cl. 4.5.
The critical buckling stress is calculated according to EN 1993-1-5, Annex A.1 for buckling panels with at least 3 longitudinal stiffeners, or according to EN 1993-1-5, Annex A.2 for buckling panels with one or two stiffeners in the compression zone. The design for torsional buckling safety is also performed.

The material database in RFEM, RSTAB and SHAPE-THIN contains steels according to the Australian standard AS/NZS 4600:2005.

- Modeling of the cross-section via elements, sections, arcs, and point elements
- Expansible library of material properties, yield strengths, and limit stresses
- Section properties of open, closed, or non-connected cross-sections
- Ideal section properties of cross-sections consisting of different materials
- Determination of weld stresses in fillet welds
- Stress analysis including design of primary and secondary torsion
- Check of c/t-ratios
- Effective cross-sections according to
- EN 1993-1-5 (including stiffened buckling panels according to Section 4.5)
-
EN 1993-1-3
-
EN 1999-1-1
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to DIN 18800-2
- Classification according to
-
EN 1993-1-1
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EN 1999-1-1
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- Interface with MS Excel to import and export tables
- Printout report

All results can be evaluated and visualized in an appealing numerical and graphical form. Selection functions facilitate the targeted evaluation.
The printout report corresponds to the high standards of RFEM 6 and RSTAB 9. Modifications are updated automatically.