Stadium La Montura, Chile
Customer Project
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Stadium Roofing After Form-Finding (© FHS Ingeniería Estructural Ltda.)
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Drawing Section with Top View (Top) and Section Through Roof (Bottom, © FHS Ingeniería Estructural Ltda.)
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© FHS Ingeniería Estructural Ltda.
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Stadium La Montura, Chile
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Dlubal Software for Structural Analysis and Design of Aluminium Structures
A roof made of steel and fabric membranes was designed for the soccer stadium in San Bernardo, a city in the south of Santiago. The elegant, curved design in lightweight construction now also covers the standing area.
| Architect |
Espacio cubierto S.A. Santiago, Chile www.espaciocubierto.com |
| Structural Analysis |
Ing. Ernesto Hernandez Muñoz FHS Ingeniería Estructural Ltda. Santiago, Chile www.fhsingenieria.cl |
Model
Structure
The main structural elements, such as arches and bracing curve members, are made of steel and have a total span of ~ 241.1 ft between the concrete pile supports. The cladding system consists of a series of tensioned fabric membranes with a width of ~ 10.5 ft, which span a length of ~ 23 to 42.7 ft and are surrounded by corner cables.
This roofing system creates a transparent picture of the roof while protecting spectators from the effects of the weather.
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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
3,950.00 EURRFEM 5
Add-on Module
Form-finding of tensile membrane and cable structures
Price of First License
1,950.00 EUR
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- My beam has a continuous lateral support and therefore lateral torsional buckling (LTB) is not a concern. How do I define the effective length?
