Industrial Hall with Craneway Girder
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Description
Steel hall with integrated craneway and office complex in solid construction
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Keywords
Steel structure Concrete structure Craneway Craneway girder Roof purlins
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Method to Determine the Allowable Deformation of Crane Runway Girders
Introducing the Methods to Determine the Allowable Deformations of a Crane Runway Girder.
The fatigue strength design is based on the analysis using damage equivalent factors. The damage-equivalent stress ranges ΔσE,2 and ΔτE,2 in relation to 2*106 stress cycles are to be compared with the limit values of the fatigue strength ΔσC or ΔτC for 2*106 stress cycles of the corresponding detail category under consideration of the partial safety factors.
In this way, the individual design requirements are specified. Separate design cases allow for flexible analysis of selected members, sets of members, and actions as well as of individual cross-sections. You can freely define design-relevant parameters such as the design concept selection or the partial safety factors.
- Can I also perform a fatigue design with the Dlubal programs?
- Does the fatigue design in CRANEWAY also consider welded stiffeners?
- 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?
- When should the punching load be determined with the (un)smoothed distribution of the shear forces at the critical perimeter?
- I would like to perform the punching shear design on a column with connected downstand beams as a wall corner or Perform wall end. However, the module applies an internal column. Is it possible to adjust it?
- I am getting the message that my material does not meet the requirements of the current standard. How can I correct this?
- Is it possible to design bidirectional ribbed plates, unidirectional ribbed plates, or hollow core slabs in RFEM?
- Why are the values of a column base, head or center on the individual columns only displayed partially for the results from the calculation in RF‑CONCRETE Columns?
- I am trying to manually check the deformations from the CRANEWAY add-on module. However, I obtain great deviations. How to explain the differences?
- What should be considered when using a failure of columns under tension in the RF‑/DYNAM Pro – Equivalent Loads add-on module?
