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1400x

002031

2024-03-01

Dlubal Info Day Online 2017 | Part 3: Modeling and Design of Timber-Concrete Composite Floor in RFEM

Occurred

2017-12-20

Free

Duration: 59:58

Download Recorded Webinar

Dipl.-Ing. (FH) Andreas Hörold

Marketing & Public Relations

Mr. Hörold takes care of the Dlubal Software website, creates press releases and marketing materials, and moderates the German and English webinars.

Dipl.-Ing. (BA) Andreas Niemeier, M.Eng.

Head of Product Engineering

Mr. Niemeier is responsible for the development of RFEM, RSTAB, RWIND Simulation, and in the area of membrane structures. He is also responsible for quality assurance and customer support.

Dipl.-Ing. (FH) Paul Kieloch

Product Engineering & Customer Support

Mr. Kieloch provides technical support to our customers and is responsible for development in the area of reinforced concrete structures.

Dipl.-Ing. (FH) Gerhard Rehm

Product Engineering & Customer Support

Mr. Rehm is responsible for developing products for timber structures, and he provides technical support for customers.

Do you have any questions?

Events

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

2024-06-20

Webinar

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

2024-10-16

Online Training

RFEM 6 | Students | Introduction to Member Design

2024-10-23

Online Training

RSECTION 1 | Students | Introduction to Strength of Materials

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

1950x

171x

TCC Floor

Model of Timber Structure of ÖkoFEN Headquarters Office Building

814x

Timber Office Building

Frame Model with Canopy of ÖkoFEN Headquarters Storage Area

316x

Construction of ÖkoFEN Headquarters in Saint Baldoph, France

Frame Model of Storage Area of ÖkoFEN Headquarters

372x

Construction of ÖkoFEN Headquarters in Saint Baldoph, France

Thesis on CLT Building by Miryea Alfano, Italy

717x

Timber and Concrete Building

1659x

CLT Residential Building

Timber Pavilion Model in RFEM (© PIRMIN JUNG)

1286x

Timber Shell Made of CLT Panels

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

1925x

53x

Single-Span Timber Beam with Lateral and Torsional Restraint

3163x

115x

Timber Truss

Knowledge Base Articles

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.

This article describes the design of timber panel walls due to generated horizontal loads.

The calculation of timber panels is carried out on simplified member or surface structures. This article describes how to determine the required stiffness.

The fundamental requirements of a structural system are (according to the basis of structural design) sufficient ultimate limit state, serviceability, and resistance. Structures must be designed in such a way that no damage occurs due to events such as the impact of a vehicle.

Screenshots

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)

Quai M, the New Concert Hall in La Roche-sur-Yon, France (© LCA Construction Bois)

Model of Quai M Concert Hall

Frame Model of Storage Area of ÖkoFEN Headquarters

Animation of Global Deformation of Hotel Timber Story in RFEM

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 model a timber-concrete composite floor?

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?

Is it possible to display stresses of hybrid timber cross-sections in RFEM 5 and RSTAB 8?

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

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

Siegrist Igor Carpenteria Warehouse in Maggia, Switzerland

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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The Timber Design add-on performs the ultimate, serviceability, and fire resistance limit state design checks of timber members according to various standards.

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RX-TIMBER 2 | Timber Structures

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