180x

2024-05-11

Customer Review | Carefully Prepared Webinars

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Customer Review | Carefully Prepared Webinars

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Events

2024-05-23

Most Frequently Asked Questions Answered by Dlubal Support Team

Webinar

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

2024-05-28

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

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

2024-06-11

Webinar

Using AI with RFEM 6

2024-06-20

Seismic Analysis According to Eurocode 8 in RFEM 6 and RSTAB 9

Webinar

Seismic Analysis According to Eurocode 8 in RFEM 6 and RSTAB 9

2024-08-01

Webinar

Most Frequently Asked Questions Answered by Dlubal Support Team | July 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

2024-10-30

Online Training

RFEM 6 | Students | Introduction to FEM

2024-11-05 - 2024-11-07

Conference

NCSEA Structural Engineering Summit

2024-11-06

Online Training

RFEM 6 | Students | Introduction to Steel Design

2024-11-13

Online Training

RFEM 6 | Students | Introduction to Reinforced Concrete Design

Videos

Product Feature

Visual Objects

Length: 00:00:00 min

Product Feature

Output of Formulas by AI Chatbot Mia

Length: 00:00:41 min

WIN | 05/2024 – What's New in RFEM 6 and RSTAB 9?

General

WIN | 05/2024 – What's New in RFEM 6 and RSTAB 9?

Length: 00:01:52 min

FAQ 005519 | How can I export a printout report to Microsoft Word or Excel in RFEM 6 / RSTAB 9?

FAQ

FAQ 005519 | How can I export a printout report to Microsoft Word or Excel in RFEM 6 / RSTAB 9?

Length: 00:00:37 min

FAQ

FAQ 005494 | How can I model a timber beam with stiffening on both sides? (splice)

Length: 00:01:22 min

WIN | 04/2024 – What's New in RFEM 6 and RSTAB 9?

General

WIN | 04/2024 – What's New in RFEM 6 and RSTAB 9?

Length: 00:02:00 min

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

Event

Webinar | Most Frequently Asked Questions Answered by Dlubal Support Team | April 2024

Length: 00:36:28 min

Event

RFEM 6 | Students | Introduction to Member Design

Length: 02:59:43 min

FAQ

FAQ 005477 | The calculation in RFEM 6 takes a very long time, but the processor utilization of my…

Length: 00:00:15 min

Playlist

Models to Download

Single-Span Beam for Fiber-Reinforced Concrete Design

477x

26x

Single-Span Beam with Fiber-Reinforced Concrete as Surface Component or Frame Structure

FAQ 005401 | How do I use the "Import Support Reaction" load wizard?

411x

22x

Foundation Slab

418x

21x

Concrete Building

490x

14x

Precamber

422x

Tilting Cube

906x

27x

Girder Grillage

Model 004061 | Flat Roof Hall Made of Steel

1703x

72x

Flat Roof Hall Made of Steel

1395x

60x

Flat Roof Hall Made of Steel

1052x

117x

Analysis of Steel Structures in RFEM 6 | Steel Hall

Knowledge Base Articles

KB 001880 | Design of Cable Structures in RFEM 6 and RSTAB 9

In this article, you will learn how to model and design cable structures in RFEM 6 or RSTAB 9.

KB 001879 | Influence of Bending Stiffness of Cables

This article describes and explains the influence of bending stiffness of cables on their internal forces. Furthermore, the text provides information on how this influence can be reduced.

To evaluate whether it is also necessary to consider the second-order analysis in a dynamic calculation, the sensitivity coefficient of interstory drift θ is provided in EN 1998‑1, Sections 2.2.2 and 4.4.2.2. It can be calculated and analyzed using RFEM 6 and RSTAB 9.

Reduction of Building to Cantilever Structure The individual mass points represent stories. The deflection due to the normal compression forces shown in (a) is (b) converted into equivalent moments of displacement or shear forces (KB1867)

For the ultimate limit state design, EN 1998‑1, Sections 2.2.2 and 4.4.2.2 require a calculation considering the second‑order theory (P‑Δ effect). This effect may be neglected only if the interstory drift sensitivity coefficient θ is less than 0.1.

Product Features

Feature 002823 | Generate Bracing in Cells

The "Bracing in Cells" function allows you to generate diagonal bracing with just a few clicks. You can find this feature under Tools → Generate Model – Members → Bracing in Cells.

In RFEM and RSTAB, you can visualize the flow field quantities of pressure, velocity, turbulence kinetic energy, and turbulence dissipation rate for the wind simulation.

The clipping planes are aligned with the respective wind direction.