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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New
CSA S16:19 Stability Considerations and the New Annex O.2
The CSA S16:19 Stability Effects in Elastic Analysis method in Annex O.2 is an alternative option to the Simplified Stability Analysis Method in Clause 8.4.3. This article will describe the requirements of Annex O.2 and application in RFEM 6.
- Which Dlubal Software programs are required to calculate membrane and tensile structures?
- I would like to analyze cable and tensile structures. Is it possible to use RFEM or RSTAB for this?
- The load distribution on my members looks different when using the Load Transfer surface vs. the Load Wizards. What is the reason?
- I received an error message “Surface of incompatible type... (Surface in upper plane of building story must be of ‘Load transfer’ type)” when running the calculation. What is the reason?
- My beam has a continuous lateral support and therefore lateral torsional buckling (LTB) is not a concern. How do I define the effective length?
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
4,350.00 EUR
Add-on Module
Form-finding of tensile membrane and cable structures
2,200.00 EUR
