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Industrial Tower
Model to Download
Description
Steel tower in industrial building with steel connections
Keywords
Steel structure Industrial construction Connections Sikla Foundation Fin plate Shear connection Frame joint End plate joint
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- Views 188x
- Downloads 52x
- Updated 4 January 2021
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Knowledge Base Articles
Fin Plate Connections: Theory and Application
Fin plate connections are a popular form of pinned steel connections and are commonly used for secondary beams in steel structures. They can be easily used in beam structures arranged on the top edge, e.g. working platforms.Screenshots
Product Features Articles
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Extended Display of Strains in RFEM
Display extended strains of members, surfaces and solids (e.g. important principal strains, equivalent total strains, etc.) in the Project Navigator - Results in RFEM as well as in Table 4.0.
For example, you can display governing plastic strains when performing the plastic design of connections with surface elements.
Frequently Asked Questions (FAQ)
- I would like to use surface releases to model a bolt connection, which can only absorb compressive stresses from the support. Unfortunately, I cannot do this because my model is always unstable. Is there a model as a template?
- The design of my connection is not possible because of an incorrect geometry input. What can I do?
- How can I model and design general bolted connections with the surface and solid elements in RFEM?
- I would like to calculate and design "Temporary Structures". What do I need for this?
- How can I create a twisted beam in RFEM?
- How can I perform the design of the tension resistance of a smooth column in a smooth bucket column base, i.e. the design against pulling out of the column?
- In the RF‑/STEEL EC3 add-on module, I obtain an extremely high design ratio for a member in the case of "Biaxial bending, shear and axial force." Although the axial force is relatively high, the design ratio seems to be unrealistic. What is the reason?
- For which programs is the STEEL Warping Torsion add-on module available?
- I have just noticed that the STEEL EC3 add-on module also calculates with γM0 = 1.0 when designing a tension member, although it should actually be γM2 = 1.25. How can I perform the design correctly?
- Is it possible to design intermittent welds in the CRANEWAY add-on module?
