22x

2024-08-03

Customer Review | Many Advantages of RFEM 6

Thrilled to share this glowing review from one of our valued customers! 🌟

"RFEM 6 offers the following advantages:

1. The program has great flexibility, allowing engineers to set engineering assumptions independently.

2. The program interface is aesthetically pleasing, with a combination of a left-side navigation bar and table editing, enabling quick editing and modification of models, with good program modeling logic.

3. The program can adopt various international standards, suitable for engineering projects both domestically and internationally."

🤝Zidong Li | China Architecture Design & Research Group
cadg.com.cn

Customer Review | Many Advantages of RFEM 6

Customer Review | Many Advantages of RFEM 6

Do you have any questions?

Events

2024-08-15

$Design of Timber Frame Walls in \n RFEM 6$

Webinar

Design of Timber Frame Walls in RFEM 6

2024-08-22

Steel Joint Design in RFEM 6 Using Practical Example

Webinar

Steel Joint Design in RFEM 6 Using Practical Example

2024-08-29

Economic Optimization of Structural Components in RFEM 6

Webinar

Economic Optimization of Structural Components in RFEM 6

2024-09-03

Webinar

Using Python Console in RFEM 6

2024-09-12

$Selected Concrete Features \n in RFEM 6$

Webinar

Selected Concrete Features in RFEM 6

2024-09-19

Design of Arched Masonry Structures in RFEM 6

Webinar

Design of Arched Masonry Structures in RFEM 6

2024-09-26

$Grasshopper – RFEM 6: \n Data Exchange with ETABS$

Webinar

Grasshopper – RFEM 6: Data Exchange with ETABS

2024-09-30 - 2024-10-03

Trade Fair

BATIMAT 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

2024-11-06

Online Training

RFEM 6 | Students | Introduction to Steel Design

Videos

Event

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

Length: 00:36:14 min

Knowledge Base

Steel Connection Rigidity and Its Influence on Structural Design

Length: 00:01:18 min

Product Feature

Flow Field Quantities

Length: 00:00:34 min

Product Feature

Generating Bracing in Cells

Length: 00:00:42 min

Event

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

Length: 01:06:40 min

General

Dynamic and Seismic Analysis of Structures | RFEM 6 & RSTAB 9 by Dlubal Software

Length: 00:02:14 min

Product Feature

Visual Objects

Length: 00:00:34 min

Product Feature

Output of Formulas by AI Chatbot Mia

Length: 00:00:41 min

Event

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

Length: 00:24:11 min

Playlist

Models to Download

136x

54x

Steel Footbridge

FAQ 005539 | How is the axial offset from the adjoining member modeled?

47x

Axial Eccentricity

Single-Span Beam for Fiber-Reinforced Concrete Design

533x

35x

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?

457x

27x

Foundation Slab

442x

24x

Concrete Building

558x

19x

Precamber

447x

10x

Tilting Cube

972x

36x

Girder Grillage

Model 004061 | Flat Roof Hall Made of Steel

1827x

88x

Flat Roof Hall Made of Steel

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 002840 | Graphical Add-on Result Display by Design Situation

In the Navigator – Results, you can select the design situations for which you want to display the add-on results graphically.

You can add dynamic shadows in the rendering mode. In the shortcut menu, you can use sliders to change the main light position.

Feature 002830 | Timber Materials According to American Standard ANSI/AWC NDS‑2024

The material library of RFEM and RSTAB includes the timber materials according to the American standard ANSI/AWC NDS‑2024.

Feature 002796 | Console with Python Option

In addition to JavaScript, the Python high-level functions are also available in the console. Using the Python option, the console also provides you with the Python HLF functions known from the WebService function catalog for further use in the object properties dialog box for in-app scripting.

Frequently Asked Questions (FAQ)

How can I define a line load for only part of a member?

What is the meaning of the error message "Incompatible calculation options" for members with linear section distribution (tapers)?

Is it possible to reduce the memory requirements of a printout report in RFEM 6 and RSTAB 9?

Why do I only obtain the total reinforcement in the Results navigator under "Required Reinforcement", and no result for the top and bottom reinforcements separately?

How can I change the units of result values?

How can I automatically unify two points that are close to each other?

Customer Projects