Passive House Made of Timber in Lugo, Spain
Customer Project
![[ES] CP 001182 | Passive House Made of Timber in Lugo, Spain](/-/media/Images/netgenium/thumbnails/2/9/6/4/9/2964939/2964939.png?la=en&mw=578&mlid=4B2CCD20A31F4F1D847A9B5A6A16074A&hash=A641FB698644631A2E71B2A7B31ADBBCA20C5E10)
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House in Shell State (© Maderas Besteiro)
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Completed Residential Building (© Maderas Besteiro)
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RFEM Model of Residential Building (© Maderas Besteiro)
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Completed Residential Building (© Maderas Besteiro)
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Local RFEM Model of Connection Between Steel and Timber Beams (© Maderas Besteiro)
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3D Model in Cadwork (© Maderas Besteiro)
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Passive House Made of Cross-Laminated and Glulam Timber in Lugo, Spain (© www.mbesteiro.com)
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Completed Residential Building (© Maderas Besteiro)
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House in Shell State (© Maderas Besteiro)
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RFEM Model of Residential Building (© Maderas Besteiro)
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Completed Residential Building (© Maderas Besteiro)
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Local RFEM Model of Connection Between Steel and Timber Beams (© Maderas Besteiro)
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3D Model in Cadwork (© Maderas Besteiro)
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Passive House Made of Cross-Laminated and Glulam Timber in Lugo, Spain (© www.mbesteiro.com)
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RFEM Model of Residential Building (© Maderas Besteiro)
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House in Shell State (© Maderas Besteiro)
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Completed Residential Building (© Maderas Besteiro)
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03
Completed Residential Building (© Maderas Besteiro)
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03
Local RFEM Model of Connection Between Steel and Timber Beams (© Maderas Besteiro)
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3D Model in Cadwork (© Maderas Besteiro)
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Passive House Made of Cross-Laminated and Glulam Timber in Lugo, Spain (© www.mbesteiro.com)
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Local RFEM Model of Connection Between Steel and Timber Beams (© Maderas Besteiro)
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House in Shell State (© Maderas Besteiro)
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Completed Residential Building (© Maderas Besteiro)
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04
RFEM Model of Residential Building (© Maderas Besteiro)
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Completed Residential Building (© Maderas Besteiro)
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3D Model in Cadwork (© Maderas Besteiro)
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Passive House Made of Cross-Laminated and Glulam Timber in Lugo, Spain (© www.mbesteiro.com)
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Steel-Timber Connection Passive House Made of Timber in Lugo, Spain (© www.mbesteiro.com)
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3D Model in Cadwork (© Maderas Besteiro)
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House in Shell State (© Maderas Besteiro)
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05
Completed Residential Building (© Maderas Besteiro)
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05
RFEM Model of Residential Building (© Maderas Besteiro)
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Completed Residential Building (© Maderas Besteiro)
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Local RFEM Model of Connection Between Steel and Timber Beams (© Maderas Besteiro)
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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
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![[ES] CP 001182 | Passive House Made of Timber in Lugo, Spain](/-/media/Images/netgenium/thumbnails/2/9/6/4/9/2964939/2964939.png?la=en&mw=348&mlid=4B2CCD20A31F4F1D847A9B5A6A16074A&hash=F440A370A285CABFB3344A97A0884C78FAB1BB82)
New
Timber Member Compression Perpendicular to the Grain acc. to NDS 2018 and CSA O86:19
A standard scenario in timber member construction is the ability to connect smaller members by means of bearing on a larger girder member. Additionally, member end conditions may include a similar situation where the beam is bearing on a support type. In either scenario, the beam must be designed to consider the bearing capacity perpendicular to the grain according to the NDS 2018 (Sect. 3.10.2) and the CSA O86:19 (Clause 6.5.6 and 7.5.9). In the new generation RFEM 6 and Timber Design add-on, the added feature 'design supports' now allows users to comply with the NDS and CSA bearing perpendicular to the grain design checks.
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How can I consider various wind profiles for various wind directions?
- How can I carry out case-related design for different load situations?
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
3,540.00 USDRFEM 5
Add-on Module
Design of reinforced concrete members and surfaces (plates, walls, planar structures, shells)
Price of First License
810.00 USDRFEM 5
Add-on Module
Deflection analysis and stress design of laminate and sandwich surfaces
Price of First License
1,120.00 USDRFEM 5
Add-on Module
Stress analysis of steel surfaces and members
Price of First License
1,030.00 USD
Social Networks
Frequently Visited Pages
- Is it possible in the CRANEWAY software to obtain the SLS rotational deformations of a continuous beam at the supports for an isostatic beam in the web plane?
