Back
Is this page helpful?
523x
003368
2024-12-02

Features Introduced: Cloud Calculation, Blocks, and More

In this webinar, we introduce features like cloud calculation, blocks, and more.
Features Introduced: \n Cloud Calculation, Blocks and More
Features Introduced: Cloud Calculation, Blocks, and More
2025-01-30
2:00 PM - 3:00 PM CET
English
Free
Promotional image for a webinar featuring cloud calculation and block functionality, session VG 005286.
EN-US | Flag General
Webinar | Features Introduced: Cloud Calculation, Blocks and More

Free Webinar

After the event, you can find the models presented in the webinar below, under Models to Download. This allows you to follow the webinar independently, step by step.

Furthermore, each participant will receive a certificate with the name specified during the registration.

Time Schedule
00:00
Introduction
02:15
Cloud calculation
08:40
Blocks
24:55
Cross-section optimization
26:30
Parametrization
35:00
Templates
37:50
Object selections
42:55
Parts list

Notes

During the presentation, you can ask individual questions.

A computer with Internet access is required as well as a speaker, headphones, headset, or any other listening device. Alternatively, you can dial in using a phone line for audio connection.

Take advantage of this free webinar and sign up today! The number of participants is limited. After your registration is complete, you will receive a confirmation email, including the information on how to join the webinar.

Dipl.-Ing. (FH) Andreas Hörold

Marketing & Public Relations

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

Dipl.-Ing. Marco Nikoleizig

Customer Support

Mr. Nikoleizig provides technical support for customers of Dlubal Software and takes care of their requests.

Location

Online
Links
Downloads
Presentation Slides to Webinar "Features Introduced: Cloud Calculation, Blocks and More" (PDF)
1.34 MB
  • Mia: AI Assistant
  • Latest Videos
Events
Videos
Models to Download
Knowledge Base Articles
Illustration of a method for performing stability analysis according to DIN EN 1992-1-1 in RFEM 6
For reinforced concrete components and structures whose structural behavior is significantly influenced by the second-order effects, Eurocode 2 provides the general method based on a nonlinear determination of internal forces according to the second-order analysis (5.8.6), as well as an approximation method based on the nominal curvature (5.8.8).

The aim of this technical article is to perform a design according to the general design method of Eurocode 2, using the example of a slender reinforced concrete column.
Modell eines Stahlbetonbalkens, der durch Kriechen und Schwinden beeinflusst wird
This technical article addresses the direct deformation analysis of reinforced concrete beams considering the long-term effects of creep and shrinkage. The direct calculation according to Eurocode 2 (EN 1992-1-1, Section 7.4.3) is explained using a single-span beam. Particular emphasis is placed on tension stiffening, behavior in the cracked state based on the distribution factor (damage parameter), and consideration of shrinkage and creep behavior.
Model showing integrated steel joints highlighting connection and structure interaction in design.
This article explores the importance of considering joint-structure interaction in modeling and design and how to do it in RFEM 6.
Visualization of the shear flow result diagram and acting forces on a timber panel wall
In this article, the design of a timber panel wall with the beam panel thickness type is performed.
Screenshots
Product Features
Dummy image
  • Import of cross-sections, materials, and loads from RFEM
  • Input of straight and parabolic tendons, layout definition of prestressing steel
  • Automatic calculation of prestressing forces and equivalent member loads
  • Transfer of equivalent loads to RFEM
  • Consideration of short-term losses resulting due to friction, anchorage slippage, relaxation, elastic deformation of concrete, and so on
  • Results of tendon strains before and after anchorage
  • Calculation of the minimum and maximum stresses in tendons
  • Internal forces results in defined sections
  • Optional calculation of RF-TENDON Design in background
  • Clear representation of tendon layout in 3D rendering
  • Printout or RTF export of results
  • Settings of display parameters and units (metric or imperial, decimal places etc.)
Material model Anisotropic | Damage, nonlinear behavior, concrete and reinforced concrete

The "Nonlinear Material Behavior" add-on includes the Anistropic | Damage material model for concrete structural components. This material model allows you to consider concrete damage for members, surfaces, and solids.

You can define an individual stress-strain diagram via a table, use the parametric input to generate the stress-strain diagram, or use the predefined parameters from the standards. Furthermore, it is possible to consider the tension stiffening effect.

For the reinforcement, both nonlinear material models "Isotropic | Plastic (Members)" and "Isotropic | Nonlinear Elastic (Members)" are available.

It is possible to consider the long-term effects due to creep and shrinkage using the "Static Analysis | Creep & Shrinkage (Linear)" analysis type that has been recently released. Creep is taken into account by stretching the stress-strain diagram of the concrete using the factor (1+phi), and shrinkage is taken into account as the pre-strain of the concrete. More detailed time step analyses are possible using the "Time-Dependent Analysis (TDA)" add-on.

Feature 002918 | Determination of Required Longitudinal Reinforcement for Direct Crack Analysis

In the Concrete Design add-on, you can determine the required longitudinal reinforcement for the direct crack width analysis (w k).

Feature 002920 | Automatic Function of Longitudinal Reinforcement for Members

For the design of reinforced concrete members, there is the option to automatically determine the number or diameter of rebars.

Frequently Asked Questions (FAQ)
How do I create an imperfection based on a mode shape in RFEM 6?

In the Steel Joints add-on, I get high utilization ratios for preloaded bolts in the tension design. Where do these high utilization ratios come from and how can I evaluate the load-bearing reserves of the bolt?

How can I check the determination of the required reinforcement?

How can treating a connection as fully rigid result in an uneconomical design?

Is it possible to consider shear panels and rotational restraints in the global calculation?

Do I need to add a line hinge/line release for the CLT wall-to-floor connection in the Building Model add-on?
Customer Projects
Recommended Products for You
Display Product Family