Covered Grandstand for "Swearing-in Ceremony of the Bergamo Guardia di Finanza", Italy
Customer Project
![[IT] CP 001167 | Covered Grandstand for "Swearing-in Ceremony of Bergamo Guardia di Finanza," Italy](/-/media/Images/netgenium/thumbnails/3/0/5/0/5/3050585/3050585.png?la=en-US&mw=280&mlid=004ED3E66DCA4773AA4DEECDB59FE46D&hash=14C70E8F2C704D846B7DEC0E1276CBAF488FAB56)
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Image - Deformation Due to Wind Loads (© Studio Rota Nodari)
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Image - Axial forces due to wind loads (© Studio Rota Nodari)
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Image - Structure Under Construction (© New Cover SaS)
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Image - Structure Completed for Event (© NewCover Sas)
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Image - Covered Grandstand for "Swearing-in Ceremony of Bergamo Guardia di Finanza," Italy
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Image - Axial forces due to wind loads (© Studio Rota Nodari)
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Image - Deformation Due to Wind Loads (© Studio Rota Nodari)
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Image - Structure Under Construction (© New Cover SaS)
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Image - Structure Completed for Event (© NewCover Sas)
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Image - Covered Grandstand for "Swearing-in Ceremony of Bergamo Guardia di Finanza," Italy
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Image - Structure Under Construction (© New Cover SaS)
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Image - Deformation Due to Wind Loads (© Studio Rota Nodari)
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Image - Axial forces due to wind loads (© Studio Rota Nodari)
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Image - Structure Completed for Event (© NewCover Sas)
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Image - Covered Grandstand for "Swearing-in Ceremony of Bergamo Guardia di Finanza," Italy
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Image - Structure Completed for Event (© NewCover Sas)
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Image - Deformation Due to Wind Loads (© Studio Rota Nodari)
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Image - Axial forces due to wind loads (© Studio Rota Nodari)
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Image - Structure Under Construction (© New Cover SaS)
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Image - Covered Grandstand for "Swearing-in Ceremony of Bergamo Guardia di Finanza," Italy
Studio Rota Nodari has extensive experience in civil and industrial project development. For many years, they have designed temporary and permanent steel and aluminum structures such as tensile structures, scaffolding, platforms, and prefabricated roofs for various events throughout Italy and abroad.
| Developer |
Accademia della Guardia di Finanza di Bergamo Via dello Statuto, 21 24128 Bergamo, Italy
www.gdf.gov.it |
| Structural Design |
Studio Rota Nodari Via M. Zanchi, 85 24022 Bergamo, Italy
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| Installation |
New Cover S.a.S. V.le Pier Luigi Nervi, 246
04100 Latina, Italy www.noleggiopalchietribune.it |
Model
Their recent project was the design of a temporary seating grandstand with a 660-person capacity, manufactured by CETA SPA, an Italian company from Bergamo. The structure included 11 inclined rows, a front area aisle, two stairways, and a frame system assembled with pipes and standard connections.Structural Design
The multi-directional pipe structure is ideal for temporary events due to the easy installation and flexibility. For this project, the frame system was used to support the roof, built behind the seating area and for absorbing the concrete ballast.The roof structure included aluminum beams, upper tension members, and a waterproof membrane. The grandstand typically decorated for the law enforcement agency was to be utilized by the agency's dignitaries, families and friends attending the "swearing-in of the Guardia di Finanza of Bergamo officer cadets". This event is held annually in early May at the central Piazza Vittorio Veneto in the city of Bergamo.
Thanks to the Italian company New Cover S.a.s's organization, experience, and professionalism, it was possible to assemble the grandstand in three short days and dismantle it within 24 hours after the event's closing for quicker access to the existing public space.
Project Location
Via dello Statuto, 22,Write Comment...
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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)
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In the case of open cross -sections, the torsional load is removed mainly via secondary torsion, since the St. Venant torsional stiffness is low compared to the warping stiffness.
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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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
