Hobro Arrest Prison Scaffolding, Denmark
Customer Project
![[DE] CP 001193 | Hobro Arrest Prison Scaffolding, Denmark](/-/media/Images/netgenium/thumbnails/2/9/6/6/6/2966608/2966608.png?la=en-US&mw=578&mlid=009873CC759B413CAB8A477C624F3044&hash=4D1AC906A558807E472CF22B7F9A1C471013A66E)
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3D Scaffolding Model in RFEM (© PlusEight System AB)
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Hobro Arrest Prison Scaffolding, Denmark (© PlusEight System AB)
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3D Scaffolding Model in RFEM (© PlusEight System AB)
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Scaffolding Assembly (© PlusEight System AB)
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3D Scaffolding Model in RFEM (© PlusEight System AB)
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Dlubal Software for Structural Analysis and Design of Aluminum Structures
The scaffolding structure consists of aluminum trusses with heights varying between 1.64 ft and 3.28 ft as well as horizontal steel beams, columns, railings, and bracings. All elements are based on the PlusEight system.
| Owner |
BERA Stilladser A/S, Denmark www.berastilladser.dk |
| Structural Design |
PlusEight System AB, Sweden www.pluseight.net |
Model Parameters
Model
This structure is designed as facade scaffolding, but can also serve as a weather protection roof as well as a multi-platform structure. The weather protection roof was modeled independently while the roof loads were applied to the scaffolding structure. The scaffolding is anchored to the masonry at numerous locations. This connection further transfers the wind loads to the building.
To finalize this project, multiple RFEM features were utilized, such as nonlinear member end hinges and nodal supports. Furthermore, the RF-STEEL EC3 and RF-ALUMINUM add-on modules were utilized to design the structure according to EC 3 and EC 9. The designs were carried out according to the National Annex of Sweden.
Project Location
Adelgade 759500 Hobro, Denmark
Keywords
Scaffolding Trusses Aluminum Steel
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![[DE] CP 001193 | Hobro Arrest Prison Scaffolding, Denmark](/-/media/Images/netgenium/thumbnails/2/9/6/6/6/2966608/2966608.png?la=en-US&mw=348&mlid=009873CC759B413CAB8A477C624F3044&hash=2F048EAABE9F49074C3ADC9738AAC79E2BABFFE6)
New
Evaluating and Documenting Steel Joints Analysis Results in RFEM 6
With the RFEM 6 add-on Steel Joints, you can analyze steel connections by using an FE model. This article demonstrates how to evaluate and document the steel joints analysis results.
New
- The design of the connection components is performed according to Eurocode EN 1993-1-8
- After activating the Add-on, the design situations for Steel Connections must be activated in the "Load cases and Combinations" dialog box
- For the design of the connection stability (Buckling), it is necessary to have the Add-on Structure Stability activated
- The calculation can be started via the table or via the icon in the top bar
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How do I set a release for warping?
- How can I define a warping spring or a warping restraint?
- At which point on a cross-section are the supports and loads assumed for the calculation with warping torsion?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- How can I deactivate the 7th degree of freedom for certain members or cross-sections only?
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How can I display the cross-section warping?
- How do I define effective lengths when designing steel members in RFEM 6?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
Programs Used for Structural Analysis
RFEM 5
Main Program
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
Price of First License
3,540.00 USDRFEM 5
Add-on Module
Design of steel members according to Eurocode 3
Price of First License
1,480.00 USDRFEM 5
Add-on Module
Design of aluminium members according to Eurocode 9
Price of First License
1,480.00 USD - How do I define effective lengths when designing steel members in RFEM 6?
Social Networks
Frequently Visited Pages
- How can I define a warping spring or a warping restraint?
