Timber curved glulam structure modeled in RFEM. The webinar in the link below demonstrates the design workflow according to the NDS 2015 standard utilizing the RF-TIMBER AWC module.
- RFEM 6 | Structural Dynamics and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- RFEM 6 | Basics
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- RFEM 6 | Structural Dynamics and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RSECTION | Students | Introduction to Strength of Materials
- RFEM | Basics | HTW Saar
- Eurocode 5 | Timber Design According to EN 1995-1-1
- RFEM 6 | Basics
- RFEM 6 | Basics
- RFEM 6 | Structural Dynamics and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- RFEM 6 | Basics | Deggendorf Institute of Technology
- RSECTION | Students | Introduction to Strength of Materials
- Timber Arch Structure Design per NDS-2018 in RFEM
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RSECTION | For Students | Introduction to Strength of Materials
- RSECTION | For Students | Introduction to Strength of Materials
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RSECTION | Students | Introduction to Strength of Materials
- RSECTION | Students | Introduction to Strength of Materials
- Eurocode 5 | Timber Design - Timber Construction (Plate Structures) according to EN 1995-1-1
- RFEM for Students
- RFEM | Timber Design - Basic
- RFEM | Basics
- RFEM | Basics
- RFEM | Basics
- RFEM | Structural Dynamics and Seismic Design
- RFEM | Structural Dynamics and Seismic Design
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- RFEM | Structural Dynamics and Seismic Design
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Timber Basics
- RFEM | Basics
- RFEM | Dynamic analysis and anti-seismic design according to EC 8
- Eurocode 5 | Timber Structures According to EN 1995-1-1
- RFEM | Structural dynamics and earthquake design according to EC 8
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber structures according to EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Structural dynamics and earthquake design according to EC 8
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Basics
- RFEM | Basics
- Eurocode 8 | Structural Dynamics and Seismic Design
- RFEM | Dynamics | USA
- RFEM | Structural Dynamics and Seismic Analysis According to EC 8
- Online Introductory Training RFEM - KTH Royal Institute of Technology
- RFEM | Dynamic Analysis and Seismic Design According to EC 8
- RFEM | Structural Dynamics and Seismic Analysis According to EC 8
- RFEM 5 | Basics
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM 5 | Structural Dynamics and Seismic Design According to EC 8
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Free Eurocode 5 Training | Design of Timber Structures According to PN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- Eurocode 5 | Timber Structures According to DIN EN 1995-1-1
- RFEM 6 | Basics
- RFEM 6 | Structural Dynamics and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RFEM 6 | Basics
- RFEM 6 | Basics
- Structural Analysis and Design of Timber Structures | Dlubal Software
- RFEM 6 for Students | Introduction to Strength of Materials | Apr 26, 2023
- RFEM 6 for Students | Introduction to Strength of Materials
- Invitation to Online Training "Timber Structures Eurocode 5"
Timber Curved Glulam Structure
Number of Nodes | 93 |
Number of Lines | 83 |
Number of Members | 83 |
Number of Surfaces | 0 |
Number of Solids | 0 |
Number of Load Cases | 4 |
Number of Load Combinations | 19 |
Number of Result Combinations | 2 |
Total Weight | 7.823 tons |
Dimensions (Metric) | 19.507 x 12.192 x 24.384 m |
Dimensions (Imperial) | 64 x 40 x 80 feet |
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
![Beam Loading and Dimension Details](/en/webimage/008851/3209049/2021-12-27_11-49-06.png?mw=512&hash=107c92eac13683598b25ab6da7fbc65469efecf7)
![Modeling Curved Member](/en/webimage/009270/2417858/01-en-png.png?mw=512&hash=e5b08a40fd9a5a16825be6182b3138f78627561e)
![Design of Notches and Cross-Section Reductions in TIMBER Add-on Modules](/en/webimage/009977/2421768/01-en-png-png.png?mw=512&hash=6ca63b32e8ca5da057de21c4f204d41103e6fe20)
![Timber Panel Wall Stiffnesses](/en/webimage/049956/3893282/49956.png?mw=512&hash=8dfc2b6d0af6ade74073e21655c6a73a34a77751)
![Feature 002824 | OSB Material for USA and Canada](/en/webimage/050460/3955503/2024-06-28_10-42-39.png?mw=512&hash=5ec86ff7955d8c9a50e53301df3f21fceda009a5)
In RFEM, the oriented strand board (OSB) material is available for the USA and Canada. The material parameters are taken from the "Panel Design Specification manual".
![Feature 002792 | Timber Panel Element](/en/webimage/048109/3767848/2024-03-14_13-56-20.png?mw=512&hash=c2c60498cb42f6ae62fb1ccfea4928bacda0d865)
Using the "Beam Panel" thickness type, you can model timber panel elements in 3D space. Simply specify the surface geometry and the timber panel elements are automatically generated using an internal member-surface construct, including the element connection stiffness. The Beam Panel thickness type is defined using the Multilayer Surfaces add-on.
A "beam panel" provides you with the following advantages:
- Single-sided or double-sided sheathing
- Automatic calculation of a semi-rigid coupling between studs and sheathing
- Nailed sheathing connection
- Stapled sheathing connection
- User-defined sheathing connection
- Representation as a complete geometric 3D object (frame, studs, surface, etc.), including eccentricity and automatically calculated stiffness between elements
- Consider openings via surface cells
- Design of the individual structural elements utilizing the Timber Design add-on (full shear wall design planned for a future release)
- Other material options available (e.g., particle board, gypsum, or fiberboard sheathing with cold-formed steel sections)
![Feature 002585 | Fire Resistance Design of Surfaces for EN 1995 and SIA 265](/en/webimage/047506/3771829/2024-03-15_11-08-39.png?mw=512&hash=9825c52bdc32fc7283ab1907a9b8435abfd7054b)
You have the option to perform the fire resistance design of surfaces using the reduced cross-section method. The reduction is applied over the surface thickness. It is possible to perform the design checks for all timber materials allowed for the design.
For cross-laminated timber, depending on the type of adhesive, you can select whether it is possible for individual carbonized layer parts to fall off, and whether you can expect increased charring in certain layer areas.
![Feature 002615 | Cross-Laminated Timber Manufacturer Library for USA, Canada, and Switzerland](/en/webimage/040956/3625029/MicrosoftTeams-image_(3).png?mw=512&hash=4e74affa9ad0c7b703151c5085ac9b8e59171c23)
Among others, the following cross-laminated timber manufacturers are available in the layer structure library:
- Binderholz (USA)
- KLH (USA, CAN)
- Kalesnikoff (USA, CAN)
- Nordic Structures (USA, CAN)
- Mercer Mass Timber
- SmartLam
- Sterling Structural
- Superstructures listed in Lignatec Edition 32 "Cross-Laminated Timber of Swiss Production"
By importing a structure from the layer structure library, all relevant parameters are adopted automatically. The library is continually updated.