416x

002142

2024-03-01

Modeling and design of an arched wooden structure with EC5

Webinars provide the opportunity to gain expert knowledge and to ensure you’re getting the most out of your Dlubal programs.

Modeling and Design of Arched Timber Structure with EC5

Occurred

2020-11-05

16:00 - 17:00 CET

Free

Modeling and design of an arched wooden structure with EC5

This webinar shows the modeling of an arched wood structure in 3D in RFEM, the insertion of loads and combinations, and the design of the wood elements in RF-TIMBER Pro.

Time Schedule
- Information on the Dlubal product range
- Information on the Dlubal product range
- Information on the Dlubal product range
- Information on the Dlubal product range

Presentation Model to Download

Below, under Models to download, you can find the model used in the webinar. This will allow you to follow the seminar independently step by step with the template provided.

Ing. MBA José Martínez

Technical Translation & Customer Support

Mr. Martínez is resaposible for the technical translation of the website, the software, and the publication of marketing articles. He also provides technical support for Spanish-speaking customers.

Ing. Manuel Ballesta

Sales & Customer Support

Mr. Ballesta is the contact person for Spanish customers, responsible for technical support and sales.

Do you have any questions?

Events

2024-04-24

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RFEM 6 | Students | Introduction to FEM

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Stiffening Design in RFEM 6 Using Building Model

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2024-04-25

AISC 360-22 Steel Connection Design in RFEM 6

Webinar

AISC 360-22 Steel Connection Design in RFEM 6 (USA)

2024-04-30

Online Training

RFEM 6 | Students | Introduction to Timber Design

2024-05-02

Construction Stages in Membrane Structures with RFEM 6

Webinar

Construction Stages in Membrane Structures with RFEM 6

2024-05-08

Online Training

RFEM 6 | Students | Introduction to Reinforced Concrete Design

2024-05-08

$Cross-Section Modeling and \n Stress Analysis in RSECTION 1$

Webinar

Cross-Section Modeling and Stress Analysis in RSECTION 1

2024-05-15

Online Training

RFEM 6 | Students | Introduction to Steel Design

2024-05-16

Consideration of Construction Stages in RFEM 6

Webinar

Consideration of Construction Stages in RFEM 6

2024-05-23

Most Frequently Asked Questions Answered by Dlubal Support Team

Webinar

Most Frequently Asked Questions Answered by Dlubal Support Team | May 2024

2024-05-29

$Steel Structures in RFEM 6 \n Part 1: Modeling, Load Input$

Webinar

Modeling and Design of Steel Structures in RFEM 6 | Part 1: Modeling, Load Input

2024-06-06

$Steel Structures in RFEM 6 \n Part 2: Combinations, Design, Documentation$

Webinar

Modeling and Design of Steel Structures in RFEM 6 | Part 2: Combinations, Design, Documentation

Videos

Event

Online Training | RFEM for Students | Part 3 | 15.06.2021

Length: 02:50:31 min

Event

Timber Beam and Surface Structures | Part 2: Design

Length: 00:52:34 min

Knowledge Base

KB 000694 | "Simplified" Vibration Design for EC 5

Length: 00:01:17 min

Customer Project

CP 001191 | Diemerstein Valley - Free Form

Length: 00:00:00 min

Knowledge Base

KB 001669 | Lateral-Torsional Buckling in Timber Construction | Examples 2

Length: 00:02:15 min

Event

Online Training | RFEM for Students | Part 3

Length: 02:48:58 min

FAQ

FAQ 004813 | How can I perform a stability analysis for a tapered member?

Length: 00:00:52 min

FAQ

FAQ 004626 | Can I design laminated veneer lumber with RFEM/RSTAB?

Length: 00:01:58 min

Customer Project

CP 001173 | CLT Residential Building in Girona, Spain

Length: 00:00:11 min

Playlist

Models to Download

2835x

117x

Arched Timber Structure

Model of Timber Structure of ÖkoFEN Headquarters Office Building

800x

Timber Office Building

Frame Model with Canopy of ÖkoFEN Headquarters Storage Area

310x

Construction of ÖkoFEN Headquarters in Saint Baldoph, France

Frame Model of Storage Area of ÖkoFEN Headquarters

371x

Construction of ÖkoFEN Headquarters in Saint Baldoph, France

Thesis on CLT Building by Miryea Alfano, Italy

710x

Timber and Concrete Building

1649x

CLT Residential Building

Timber Pavilion Model in RFEM (© PIRMIN JUNG)

1279x

Timber Shell Made of CLT Panels

Single-Span Beam with Lateral and Torsional Restraint and Without Intermediate Lateral Restraints

1923x

53x

Single-Span Timber Beam with Lateral and Torsional Restraint

3152x

114x

Timber Truss

Knowledge Base Articles

Cross-Laminated Timber Wall with Openings Subjected to Wall Stress

Basically, you can design the structural components made of cross-laminated timber in the RF-LAMINATE add-on module. Since the design is a pure elastic stress analysis, it is necessary to additionally consider the stability issues (flexural buckling and lateral-torsional buckling).

Layer Structure with Stiffness and Strength Properties for Stora Enso CLT 100 C5s

The following article describes a design using the equivalent member method according to [1] Section 6.3.2, performed on an example of a cross-laminated timber wall susceptible to buckling described in Part 1 of this article series. The buckling analysis will be performed as a compressive stress analysis with reduced compressive strength. For this, the instability factor k_c is determined, which depends primarily on the component slenderness and the support type.

Local Effects with Regard to Load Introduction

As an alternative to the equivalent member method, this article describes the possibility to determine the internal forces of a wall at risk of buckling according to the second-order analysis, taking imperfections into account, and to subsequently perform the cross-section design for bending and compression.

The previous article, titled Lateral-Torsional Buckling in Timber Construction | Examples 1, explains the practical application for determining the critical bending moment M_crit or the critical bending stress σ_crit for a bending beam's lateral buckling using simple examples. In this article, the critical bending moment is determined by considering an elastic foundation resulting from a stiffening bracing.

Screenshots

Data Exchange CAD - RFEM 5 and Timber Connection Design with RFEM 5

Timber Building Model

RF-TIMBER NBR

Timber Apartment Complex in Brescia, Italy

Deformation of Quai M Concert Hall (© LCA Construction Bois)

Model of Quai M Concert Hall (© LCA Construction Bois)

Deformation of Quai M Concert Hall

Interior View of New Concert Hall (© LCA Construction Bois)

Timber Roof Structure of New Concert Hall (© LCA Construction Bois)

Product Features

Using the "Beam Panel" thickness type, you can model timber panel elements in 3D space. You just specify the surface geometry and the timber panel elements are generated using an internal member-surface construct, including the simulation of the connection flexibility.

Go to Explanatory Video

Feature 002585 | Fire Resistance Design of Surfaces for EN 1995 and SIA 265

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

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.

The Timber Design add-on for RFEM 6 / RSTAB 9 is multi-purpose and combines a large number of additional elements. [*S16332764*] Timber Design Add-on for RFEM 6

Frequently Asked Questions (FAQ)

How can I display the stiffness matrix of the surfaces from the RF‑LAMINATE add-on module in the printout report?

How can I calculate a timber-concrete composite floor with cross-laminated timber?

Can I use RFEM to calculate a log house three-dimensionally?

I would like to carry out the flexural buckling design for timber components with imperfections and internal forces according to the second-order analysis. Is it sufficient to activate this in Details of the RF‑/TIMBER Pro add-on module or is it necessary to make additional settings?

Can I design laminated veneer lumber with RFEM 5 or RSTAB 8?

How can I perform a stability analysis for a tapered member?

Customer Projects

Animation of Workshop in Edelweiss Industrial Park in Münchwilen, Switzerland | © B3 Kolb AG

Edelweiss Industrial Park Workshop in Münchwilen, Switzerland

Timber Pavilion at Technical University of Kaiserslautern (© PIRMIN JUNG)

Diemersteiner Tal - Free Form, Germany

Roof Lifting and Placement Process (© Ri-Legno Srl)

Roof Renovation for "Locanda alla Posta" in Venice, Italy

CLT Residential Building Under Construction in Girona, Spain (© Egoin)

CLT Residential Building in Girona, Spain

Siegrist Igor Carpenteria Warehouse in Maggia, Switzerland

Metz Gym as Showcase of Engineering and Sustainability in Modern Construction, Metz, France

Office Building of Stadtwerke Kirchheim unter Teck, Germany

New Concert Hall in La Roche-sur-Yon, France

Timber Roof with Folded Plates in Anoeta, Spain

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