Passive House Made of Timber in Lugo, Spain
Customer Project
-
01
House in Shell State (© Maderas Besteiro)
-
01
Completed Residential Building (© Maderas Besteiro)
-
01
RFEM Model of Residential Building (© Maderas Besteiro)
-
01
Completed Residential Building (© Maderas Besteiro)
-
01
Local RFEM Model of Connection Between Steel and Timber Beams (© Maderas Besteiro)
-
01
3D Model in Cadwork (© Maderas Besteiro)
-
01
Passive House Made of Cross-Laminated and Glulam Timber in Lugo, Spain (© www.mbesteiro.com)
-
02
Completed Residential Building (© Maderas Besteiro)
-
02
House in Shell State (© Maderas Besteiro)
-
02
RFEM Model of Residential Building (© Maderas Besteiro)
-
02
Completed Residential Building (© Maderas Besteiro)
-
02
Local RFEM Model of Connection Between Steel and Timber Beams (© Maderas Besteiro)
-
02
3D Model in Cadwork (© Maderas Besteiro)
-
02
Passive House Made of Cross-Laminated and Glulam Timber in Lugo, Spain (© www.mbesteiro.com)
-
03
RFEM Model of Residential Building (© Maderas Besteiro)
-
03
House in Shell State (© Maderas Besteiro)
-
03
Completed Residential Building (© Maderas Besteiro)
-
03
Completed Residential Building (© Maderas Besteiro)
-
03
Local RFEM Model of Connection Between Steel and Timber Beams (© Maderas Besteiro)
-
03
3D Model in Cadwork (© Maderas Besteiro)
-
03
Passive House Made of Cross-Laminated and Glulam Timber in Lugo, Spain (© www.mbesteiro.com)
-
04
Local RFEM Model of Connection Between Steel and Timber Beams (© Maderas Besteiro)
-
04
House in Shell State (© Maderas Besteiro)
-
04
Completed Residential Building (© Maderas Besteiro)
-
04
RFEM Model of Residential Building (© Maderas Besteiro)
-
04
Completed Residential Building (© Maderas Besteiro)
-
04
3D Model in Cadwork (© Maderas Besteiro)
-
04
Passive House Made of Cross-Laminated and Glulam Timber in Lugo, Spain (© www.mbesteiro.com)
-
04
Steel-Timber Connection Passive House Made of Timber in Lugo, Spain (© www.mbesteiro.com)
-
05
3D Model in Cadwork (© Maderas Besteiro)
-
05
House in Shell State (© Maderas Besteiro)
-
05
Completed Residential Building (© Maderas Besteiro)
-
05
RFEM Model of Residential Building (© Maderas Besteiro)
-
05
Completed Residential Building (© Maderas Besteiro)
-
05
Local RFEM Model of Connection Between Steel and Timber Beams (© Maderas Besteiro)
-
05
Passive House Made of Cross-Laminated and Glulam Timber in Lugo, Spain (© www.mbesteiro.com)
Dlubal customer Maderas Besteiro is a third-generation family-owned company focusing on timber-based construction and manufacturing. The company's driving value of providing socially and environmentally sustainable houses to the local community has shown itself once again.
| Architect |
Jorge Gómez Cereijo |
| Structural analysis |
Maderas Besteiro |
Model
This one-story house, made of cross-laminated and glued-laminated timber, will be awarded a prestigious certification for passive houses, a symbol of high quality standards in terms of energy efficiency and CO2 consumption.
Structure and Design
The house has an irregular floor plan and is based on a reinforced concrete floor slab. The wall and roof structures are made of cross-laminated timber. The roof structure is reinforced with class GL24h glulam beams to define a special inverted roof with sharp cantilevers standing out of the facade. In order to achieve high spans, the timber beams had to be reinforced with steel beams in some locations of the roof.
The finite element program RFEM was used to simulate the structural behavior of the entire system, including line hinges between the cross-laminated timber panels and the elastic foundation under the floor slab. The design according to the standard was performed with the add-on modules RF-LAMINATE and RF-CONCRETE Surfaces in order to optimize the thicknesses.
It was necessary to create a local model to evaluate the connection between the steel and timber beams on the cantilevers and to analyze the resistance of the fasteners (pulling out) under specific situations, such as wind pressure and suction.
Project Location
Ferreira MosteiroKeywords
Passive house Glued-laminated timber Cross-laminated timber Cross-laminated timber panel
Write Comment...
Write Comment...
Contact Us
Do you have any further questions or need advice? Contact us via phone, email, chat or forum or search the FAQ page, available 24/7.
New
Defining Multilayer Surfaces in RFEM 6
This article will show you how to define multilayer surface structures in RFEM 6 with the help of the “Multilayer Surfaces” add-on.
-
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?
- How can I efficiently define line hinges on several surfaces?
- Why cannot I define a rotation when defining layers?
-
How do I include the overstrength factor(s), Ωo in the ASCE 7 load combinations?
- How do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
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
Design of reinforced concrete members and surfaces (plates, walls, planar structures, shells)
Price of First License
900.00 EURRFEM 5
Add-on Module
Deflection analysis and stress design of laminate and sandwich surfaces
Price of First License
1,250.00 EURRFEM 5
Add-on Module
Stress analysis of steel surfaces and members
Price of First License
1,150.00 EUR
Social Networks
Frequently Visited Pages
- 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?
![Visualization of the sports hall (© [pfitzner moorkens] architects)](/-/media/Images/website/img/030001-040000/033901-034000/033955.jpg?la=en&mw=250&mlid=C813851CC4FC4B02A0F981BCED7150E6&hash=C6AC0D4B6BD3EDB2A94B6FAA4E89FB6E484F906C)
