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- Craneway and weld stress analysis
- Craneways and weld fatigue design
- Deformation analysis
- Plate buckling analysis for wheel load introduction
- Stability analysis for lateral torsional buckling according to the second-order analysis of torsional buckling (1D FEA element)
For the design according to Eurocode 3 the following National Annexes are available:
- DIN EN 1993-6/NA:2010-12 (Germany)
- NBN EN 1993-6/ANB:2011-03 (Belgium)
- SFS EN 1993-6/NA:2010-03 (Finland)
- NF EN 1993-6/NA:2011-12 (France)
- UNI EN 1993-6/NA:2011-02 (Italy)
- LST EN 1993-6/NA:2010-12 (Lithuania)
- NEN EN 1993-6/NB:2012-05 (The Netherlands)
- NS EN 1993-6/NA:2010-01 (Norway)
- SS EN 1993-6/NA:2011-04 (Sweden)
- CSN EN 1993-6/NA:2010-03 (Czech Republic)
- BS EN 1993-6/NA:2009-11 (United Kingdom)
- CYS EN 1993-6/NA:2009-03 (Cyprus)
In addition to the National Annexes (NA) listed above, you can also define a specific NA, applying user-defined limit values and parameters.
- Is it possible to design intermittent welds in the CRANEWAY add-on module?
- Is the load on beams correct when transferring the data of the crane data sheet to CRANEWAY with the correct sign?
- Is it necessary to enter the loads of a crane for each axle or wheel in the table of crane loads in Window 1.4?
- Is it possible to design a crane runway girder without stiffeners on supports in CRANEWAY?
- I would like to use the CRANEWAY add-on module to design a suspension crane. Where are the design points 0, 1, and 2 for the stress analysis on the bottom flange and for the fatigue design?
- How can I introduce releases on the supports in the CRANEWAY program to prevent the effect of continuity?
- Where can I change the steel grade of a crane girder? Although I have set Steel St 37.2 in RSTAB, but S235 is only used for the calculation in CRANEWAY.
- Is it possible to manually adjust detail categories or a stress cycle of the detail categories?
- How is it possible to optimize the calculation time in CRANEWAY?
- I am trying to manually check the deformations from the CRANEWAY add-on module. However, I obtain great deviations. How to explain the differences?