35x

2024-06-11

Knowledge Base | Dynamic Blocks in RFEM 6 (via JavaScript)

🌟 Knowledge Base Highlight: Dynamic Blocks in RFEM 6 (via JavaScript) 🌟

Did you know that in RFEM 6, you can save and reuse structures as blocks in other RFEM files? Dynamic blocks go one step further and allow for interactive modification of structural parameters by simply changing the input variables. 🚀

Imagine adding structural elements by simply adjusting the number of bays! This flexibility is now at your fingertips with dynamic blocks created via JavaScript scripting.

💻 This article shows you how to use dynamic blocks for a more efficient and versatile design workflow. Stay tuned and unlock new possibilities in your structural engineering projects!

Knowledge Base | Dynamic Blocks in RFEM 6 (via JavaScript)

Knowledge Base | Dynamic Blocks in RFEM 6 (via JavaScript)

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Events

2024-07-25

Modeling and Stress Analysis of Solid Models in RFEM 6

Webinar

Modeling and Stress Analysis of Solid Models in RFEM 6

2024-07-30

ACI 318-19 Concrete Building Design in RFEM 6

Webinar

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

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

2024-08-15

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

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

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

90x

39x

Steel Footbridge

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

30x

Axial Eccentricity

Single-Span Beam for Fiber-Reinforced Concrete Design

521x

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?

452x

26x

Foundation Slab

438x

23x

Concrete Building

543x

17x

Precamber

444x

10x

Tilting Cube

963x

34x

Girder Grillage

Model 004061 | Flat Roof Hall Made of Steel

1792x

82x

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 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?

How can I open the links to the sources of Mia's answers in RFEM 6, RSTAB 9, and RSECTION 1?

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