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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Image - 3D Scaffolding Model in RFEM (© PlusEight System AB)
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Image - Hobro Arrest Prison Scaffolding, Denmark (© PlusEight System AB)
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Image - 3D Scaffolding Model in RFEM (© PlusEight System AB)
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Image - Scaffolding Assembly (© PlusEight System AB)
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Image - 3D Scaffolding Model in RFEM (© PlusEight System AB)
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 façade 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
Scaffolding Support Dependent on Normal Force
Temporary structures such as scaffolding or props are versatile structures that can be adapted very well to different geometric conditions.
SHAPE-THIN | Cold-Formed Sections
SHAPE-THIN determines the effective cross-sections according to EN 1993-1-3 and EN 1993-1-5 for cold-formed sections. You can optionally check the geometric conditions for the applicability of the standard specified in EN 1993‑1‑3, Section 5.2.
The effects of local plate buckling are considered according to the method of reduced widths and the possible buckling of stiffeners (instability) is considered for stiffened sections according to EN 1993-1-3, Section 5.5.
As an option, you can perform an iterative calculation to optimize the effective cross-section.
You can display the effective cross-sections graphically.
Read more about designing cold-formed sections with SHAPE-THIN and RF-/STEEL Cold-Formed Sections in this technical article: Design of a Thin-Walled, Cold-Formed C-Section According to EN 1993-1-3.
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- Is it also possible to subsequently deactivate the symbols for the FE mesh refinement in an existing graphic in a printout report?
- What is the difference between SHAPE‑THIN 9 and SHAPE‑THIN 8?
- SHAPE‑THIN calculates a very small shear area. Why?
- When calculating a connection using the FRAME‑JOINT Pro add-on module, a message appears saying that the value is out of the valid range (existing value: 108, minimum value 100, maximum value 100). What does this message mean?
- I have a trapezoidal roof structure supported by beams. However, the moments on the beams are smaller than they should be. What could be the reason for this?
- How can I export the effective lengths from the RF‑STABILITY add-on module to Excel?
- In the RF‑/STEEL EC3 add-on module, I have selected two bracings with the same size as the shear panel type in the "Parameters" window for a beam to be designed. Thus, the beam should be supported laterally in the middle. Why is the eigenvector arbitrary anyhow?
- Why are some load cases displayed in red in RF‑STEEL EC3?
Programs Used for Structural Analysis
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
3,540.00 USD
Add-on Module
Design of steel members according to Eurocode 3
1,480.00 USD
Add-on Module
Design of aluminum members according to Eurocode 9
1,480.00 USD
