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Knowledge Base Articles
Design for the Lower Flange of Suspension Cranes According to DIN EN 1993-6
For suspension cranes, the bottom chord of the runway girder is subjected to local flange bending due to the wheel loads in addition to the main load bearing capacity. The bottom chord behaves like a slab due to these local bending stresses and has a biaxial stress condition [1].Screenshots
Frequently Asked Questions (FAQ)
- 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?
- How can I model several simply supported beams in a row 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?
- 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?
Customer Projects
Associated Products
Stand-Alone
Steel Structures
Stand-Alone Program
Design of crane runway girders according to EN 1993-6 and DIN 4132
Price of First License
1,480.00 USD
1,480.00 USD
