27x

2024-06-06

New Model | Timber Sphere Grid Shell

🌟 New Model Available for Download! 🌟

We are excited to announce the latest addition to our collection: the Timber Sphere Grid Shell! This innovative structural model, made entirely of timber, features a stunning geodesic dome shape. Perfect for architects and engineers looking to explore sustainable and aesthetically pleasing designs.

🔹 Key Features:

- Material: High-quality timber
- Design: Geodesic dome with a uniform triangular grid
- Applications: Ideal for eco-friendly architectural projects, garden pavilions, and more

Unlock new possibilities in your designs with this model. Download now and start integrating natural beauty and structural efficiency into your projects!

New Model | Timber Sphere Grid Shell

Do you have any questions?

Events

2024-08-01

Most Frequently Asked Questions Answered by Dlubal Support Team

Webinar

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

2024-08-08

Structures with Reinforced Aluminum Sections

Webinar

Structures with Reinforced Aluminum Sections in RSECTION 1 and RFEM 6

2024-08-08

ACI 318-19 Concrete Building Design in RFEM 6

Webinar

ACI 318-19 Concrete Building Design in RFEM 6 (USA)

2024-08-15

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

Webinar

Design of Timber Panel 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

Videos

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

General

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

Length: 00:01:52 min

Playlist

Models to Download

102x

42x

Steel Footbridge

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

31x

Axial Eccentricity

Single-Span Beam for Fiber-Reinforced Concrete Design

523x

33x

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?

453x

27x

Foundation Slab

438x

23x

Concrete Building

546x

17x

Precamber

444x

10x

Tilting Cube

965x

35x

Girder Grillage

Model 004061 | Flat Roof Hall Made of Steel

1799x

83x

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 change the units of result values?

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

Is it possible to define one or more nodes on one or more members automatically?

I would like to use my account for RFEM 6 / RSTAB 9, but apparently I'm not authorized to do so. Is there any way to allow this?

I would like to calculate my structure according to the second-order analysis and for this, I have created several load cases, including imperfection load cases. Do I have to combine the load cases in load combinations or result combinations?

How is it possible to consider snow and wind loads with short-time actions according to NBN EN 1990?

Customer Projects