Frequently Asked Questions (FAQ)

The Glass Design add-on is still under development. Therefore, it cannot be activated in the General Data.

The Harmonic Response Analysis add-on is still under development. Therefore, it cannot be activated in the General Data.

The Cutting Pattern add-on is still under development. Therefore, it cannot be activated in the General Data.

The Timber Joints add-on is still under development. Therefore, it cannot be activated in the General Data.

No, the module has not yet been implemented in RFEM 6/RSTAB 9. Es befindet sich aktuell noch in der Entwicklung.

Performance problems may be caused by the Fault Tolerant Heap (FTH). This is a Windows subsystem that is responsible for monitoring application crashes to prevent future application crashes.

To check whether the application (RFEM, RSTAB, RSECTION, and so on) is in the list of the applications to be checked, it is worth taking a look at the Windows registry. You will find the list in the following key:
Computer\HKEY_LOCAL_MACHINE\SOFTWARE\Microsoft\FTH\State

As an alternative, you can also view the entries in the Windows Event Viewer. You will find it in the following path:
Applications and Services Logs → Microsoft → Windows → Fault Tolerant Heap

To reset the list of affected applications, run the command prompt as an administrator and enter the following command:
Rundll32.exe fthsvc.dll,FthSysprepSpecialize

The list should then be cleared and the application can be restarted without restrictions. If the problem occurs frequently, you can disable the FTH completely. The procedure and a summary of the FAQ can be found on the Microsoft Website.

Yes, you can control the load distribution by setting the limit stresses for tension as very high or small.

The "Independent Mesh Preferred" option allows you to create FE meshes between different objects that are independent of each other.

The only requirement is that these objects are integrated into one another.
This method allows you to create an individual FE mesh for different objects. This way, you can reduce the number of FE elements and thus save the calculation time.

A floor slab on a soil massif can be mentioned here as a very good example. In this case, the solid of the soil massif can be modeled with a coarser FE mesh, and the FE mesh of the integrated floor slab can be refined at the same time.

In RFEM 6 or RSTAB 9, you can use plastic hinges to simulate the nonlinear behavior of steel structures subjected to a load. You can model a plastic hinge by arranging a hinge with nonlinear properties on a member end. Proceed as follows:

• Select the member or members to which you want to assign the hinge.
• Open the "Edit Member" dialog box by double-clicking the member or using the member shortcut menu.
• Select the Hinges option in the "Main" tab.
• In the "Hinges" tab, click the button for the member start or the member end, to define a new hinge type.
• In the "New Member Hinge" dialog box, select one of the four plastic options for the relevant degree of freedom in the Nonlinearity list; for example, a plastic hinge according to FEMA 356 or a bilinear hinge according to EN 1998‑3.

• In the second tab, you can specify the yield properties, acceptance criteria, and yield strengths. The parameters are set by default based on the member properties and standards. If necessary, adjust it to describe the behavior of the hinge; for example, the bilinear yield curve including the yielding and hardening regions.

• Click OK to save the hinge.
• Clicking OK again in the "Edit Member" dialog box to assign the hinge to the member end.

In order to specify a uniaxial load transfer for a plate, you can assign orthotropic properties to the surface. This way, you can control the stiffnesses for specific directions so that the loads are mainly transferred in one direction. You have two options.

Orthotropic Thickness for Isotropic Material

• Double-click the surface to open the dialog box for editing the slab.
• In the Thickness with Material section, click the button to the right, to create a new thickness.
• In the "New Thickness" dialog box, select the Shape Orthotropy thickness type.

• Switch to the "Shape Orthotropy" tab. The Effective Thicknesses orthotropy type is set by default.
• For the uniaxial load transfer, enter the effective thicknesses as orthotropic properties in such a way that the stiffness is very high in the desired main support direction and very low in the other direction.

• To consider the self-weight, you can apply a user-defined fictitious thickness that corresponds to the full surface thickness.
• Click OK to save the thickness.
• Click OK again in the "Edit Surface" dialog box to assign the thickness to the plate.

Orthotropic Material Model for Constant Thickness

• Double-click the surface to open the dialog box for editing the slab.
• In the Thickness with Material section, click the button to the right, to create a new material.
• In the "New Material" dialog box, select the material from the library as usual. However, change the material model to Orthotropic | Linear Elastic (Surfaces) (1). Also, activate the User-defined material option (2).

• Switch to the "Orthotropic | Linear Elastic (Surfaces)" tab.
• For a uniaxial load transfer, change the modulus of elasticity of the secondary load direction to a very small value. You can also specify very small values for the shear moduli in the secondary support direction. Furthermore, set the Poisson's ratios to zero.

• Click OK to save the material.
• Click OK again in the 'Edit Surface' dialog box to assign the material of the plate.

If a Rhino surface cannot be created by using the geometry type, it will not be transferred. This is the case, for example, of curved surfaces with more than four boundary lines. In the Rhino command history (_CommandHistory or the F2 key combination), you can find a list of warnings and errors displayed during the transfer process:

Requirements

• RFEM 6 / RSTAB 9 is installed
• You have a valid license of WebServices.
• The Web Services are activated in the settings of RFEM 6 / RSTAB 9.
• IDEA StatiCa is installed.
• The BIM Link to RFEM 6 / RSTAB 9 by IDEA StatiCa is installed (IDEA StatiCa → "BIM" tab → "Activate Your BIM Link" → RFEM 6 / RSTAB 9).

Procedure

1. Create and calculate your RFEM 6 / RSTAB 9 model.
2. Open the shortcut "IDEA StatiCa 2X.X for RFEM 6" or" IDEA StatiCa 2X.X for RSTAB 9".
3. Select joint nodes and connecting member(s) in RFEM 6 / RSTAB 9.
4. Import the geometry into the checkbot via "Import" → "Connections".
5. Transfer the connection or member from the checkbot to IDEA StatiCa.

In RFEM and RSTAB, you can hide certain objects and thus create user-defined visibilities. These hidden objects are displayed in gray in the background.
The intensity of the gray color can be adjusted in the "Program Options & Settings" dialog box under the "Settings" tab.

You can select a value between 0 and 1. The higher the selected value, the darker the inactive objects are displayed.

The CFD simulation (Computational Fluid Dynamics) is a valuable tool for various areas of engineering, design and research. In the following, we present some of the most important advantages of CFD simulations in more detail.

Cost Efficiency

Using CFD simulations in large or complex structural systems is much more cost-effective than performing physical experiments. For example, the digital wind simulation eliminates the costs for the production of prototypes, securing test facilities, and the use of special equipment

Saving Time with CFD Simulations

You can also save some time in the analysis process by using a CFD simulation. The setup and execution are quick and easy, requiring only a few clicks, which saves you a lot of time compared to setting up a physical test. As an engineer, you can thus benefit from iterative analysis processes. Test your designs in a virtual environment to perfect all aspects digitally before deciding on a physical prototype.

Detailed Visualization

For example, CFD provides you with flow patterns, pressure distributions, and other relevant physical phenomena that would be difficult or impossible to demonstrate experimentally. This additional information gives you an even better insight into the technical data of your project.

Scalability in CFD Simulations

Another advantage of the CFD simulations is the arbitrary scalability without great effort. Do you want to analyze different sizes or configurations of an analysis? In the digital flow tunnel, this is easily possible without any physical changes or new prototypes. A CFD simulation provides you with a wider range of scenarios and analysis parameters.

Sustainability Due to CFD Simulations

Another benefit of the CFD simulation is that it requires fewer physical prototypes and experiments. Lower energy consumption and lower waste production is ideal for achieving sustainability goals, such as reduced material costs and addressing environmental concerns.

Complexity and Precision

A digital wind tunnel gives you the opportunity to accurately model complex geometries and fluid interactions. This would be difficult to replicate in an experimental setup. The precision of CFD allows you to analyze subtle effects and interactions in a controlled environment. At the same time, the program provides you with complex insights that enhance the comprehension and optimization of structural systems.

The CFD simulations are especially useful if you have a thorough comprehension of the underlying models and assumptions. In most cases, it is best to use a combination of CFD simulations and experimental tests to achieve comprehensive results. This gives you the opportunity to fully understand the behavior of your structures in flow situations.

Are you looking for a way to carry out CFD simulations for your projects? The powerful RWIND is a stand-alone program that allows you to perform flow simulations in various situations. Find more information about the latest program generation here: RWIND 2 .

The following programs and add-ons are perfectly suitable for your reinforced concrete projects.

Main Program

To model your structure and determine the internal forces, you need one of the main programs. Depending on the application area, you can use RFEM or RSTAB.

• RSTAB: Analysis of planar or spatial frame & truss structures
• RFEM: Finite element analysis of plate, wall, shell, and member structures

If your model has surface components, such as plates and walls, in addition to membe elements, you need RFEM.

Concrete Design Add-on

Use the Concrete Design add-on to design the reinforced concrete components of your model. The design checks according to specific standard include not only members (bending beams, columns) and surfaces (plates, walls), but also surfaces susceptible to punching shear. For columns, the stability analysis according to the nominal curvature method is integrated in the add-on.

You can specify user-defined reinforcement or determine it by using the program. With these basic conditions, you can perform the ultimate and serviceability limit state design checks according to one of the following standards:

• EN 1992, including National Annexes
• ACI 318
• CSA A23.3
• SP 63.13330

The add-on also allows for deformation analyses for cracked reinforced concrete surfaces (state II) using the approximation methods described in the standards. Tension stiffening as well as creep and shrinkage can be taken into account.

Additional Add-ons

If you have special requirements for the reinforced concrete structure, we recommend further add-ons and additional programs to help you solve the task.

To use a cross-section that is not included in the extensive cross-section library of RFEM 6 or RSTAB 9, the RSECTION program helps you when modeling the cross-section including reinforcement. You can then design this cross-section as usual in the Concrete Design add-on.

If you need to perform seismic or vibration analysis, the dynamic analysis add-ons provide you with powerful tools for your structural analysis and design. The Modal Analysis add-on enables the calculation of natural frequencies, and in combination with the Response Spectrum Analysis add-on, you can also perform seismic analysis according to numerous standards.

If you are designing a building with a complicated shape, so that the determination of wind loads according to the relevant standards reaches its limits, the RWIND RWIND program will help you: Using a CFD analysis, you can determine the wind loads even for highly complex building shapes.

If the construction stages affect the final internal forces in a structure, or if the governing internal forces for the structural design result from certain construction stages, you should consider the modeling using the Construction Stages Analysis add-on. The Building Model add-on allows you to easily enter large multi-story concrete structures.

Basic Add-ons

If you design steel structures, you need the following add-ons in addition to RFEM or RSTAB:

• Steel Design
• Stress-Strain Analysis
• Stability
• Steel Joints

Use the Steel Design add-on to perform stability analyses (buckling, torsional-flexural, and lateral-torsional buckling) in addition to the usual cross-section check.

The Stress-Strain Analysis add-on provides you with the stresses, as well as the strains in members, surfaces, and solids.

Steel structures are usually slender structures so the stability plays an important role. Use the Structure Stability add-on to calculate the effective lengths and critical load factors for an exact stability analysis.

Model the connections between members precisely and flexibly with the FEA-based add-on Steel Joints add-on . The connections need to be loaded not only in the main load-bearing plane. Even if the connection is loaded about the "minor axis", you can dimension the connection using this add-on.

Additional Add-ons

If you have special requirements for steel design checks, there are other add-ons and additional programs available to support you in solving your special tasks.

If you would like to use cross-sections that are not available in the extensive cross-section library of RFEM 6 or RSTAB 9, the RSECTION program helps you when modeling cross-sections and calculating the cross-section properties.

To perform the lateral-torsional buckling analysis using a more exact and effective method with 7 degrees of freedom, you would need the Torsional Warping add-on .

If it is necessary to take into account the material plastification when determining the internal forces, you can use the Nonlinear Material Behavior add-on .

The Modal Analysis add-on allows you to calculate natural frequencies and together with the Response Spectrum Analysis add-on , the seismic design according to a wide range of standards.

If you are designing a building with a complicated shape, so that the determination of wind loads according to the relevant standards reaches its limits, then the RWIND program . Using a CFD analysis, it can determine wind loads even for the most complicated building shapes.

If the construction stages affect the final internal forces in the structure, or if the governing internal forces for the structural dimensioning from certain construction stages, you can model them using the Construction Stages Analysis add-on .

The Building Model add-on helps you to enter large multi-story steel structures.

If you design lightweight steel structures consisting of cables and membranes, the Form-Finding add-on helps you to determine the shape of the structure.

A reason for the calculation time taking a while with little utilization of your computer's processor can be caused by using the Iterative instead of the Direct solver. Both options control the method used for solving the equation system.

The direct solver is a method that uses matrix decomposition techniques, such as the LU decomposition, to solve the system of equations in a single step. This approach is generally more robust and can handle any type of problem, but it may require more memory and computational resources, especially for very large systems.
The iterative solver, such as the Conjugate Gradient method or the GMRES (Generalized Minimal Residual) method, solves the system of equations by iteratively refining the solution.

The solver method that leads to the quicker results depends on the complexity of the model as well as the size of the available main memory amount of RAM in the machine. If resources are not a concern when solving large complex models, then the Direct solver is recommended for a majority of the time and will be the quickest. Make sure to check this under the Static Analysis Settings within RFEM 6.

The "Beam Panel" element will allow you to model entire buildings or only certain areas with using surfaces for timber shear wall panels.
By introducing the necessary line hinges in the rigid couplings, the "Beam Panel" element was also released, which will now be further optimized step-by-step in order to achieve the goal mentioned above.
Currently, the application is limited to very simple structures. However, we are very focused on improving the application as quickly as possible. The current state of development is summarized in this FAQ:

Current State and Planned Development:

• Modeling of single, independent surfaces
• Boundary lines orthogonal to each other and not interrupted (four boundary lines, except across surface cells)
• Openings possible via surface cells
• Automatic connection stiffness calculation according to EN 1995‑1‑1 (linear) for nails and fasteners
• More convenient input and extension for all standards (in development)
• Rotation orthotropy direction of sheathing (in development)
• Semi-rigid coupling of adjacent elements (in development)
• Different cross-sections for boundary members in the positive and negative directions (in development)
• Optional no definition of boundary members (in development)
• Connections of panel joints (corners, T-joint, wall-slab) (in development)
• Integration of modeling tools (drag and drop, copy...) (in development)

There can be several reasons for this error.

Missing Surface Reinforcement

In the surface with the punching nodes is no reinforcement available.

You can find out how to create surface reinforcement here: Surface Reinforcement

Missing Dimensions

In RFEM 6, the geometry of punching nodes is usually determined using the cross-section of the connected structural component (wall, column). If a slab or a plate is designed separately within a 2D positional analysis and thus no walls or columns in the form of surfaces or members exist in the model, RFEM cannot automatically determine the structural component dimensions. In this case, it is necessary to manually enter the dimensions:

Not Supported Nodes

In the case of punching nodes that are not supported by a nodal nor linear support, the dimensions of the connected components can be defined via the ultimate configurations.

More information can be found here: Ultimate Configurations (Punching)

Supported Nodes

In the case of punching nodes that are supported by a nodal nor linear support, which represent a connected component, you can specify the dimensions in the support settings.

More information can be found here:
Fictitious Columns (Nodal Supports) | Fictitious Wall (Line Supports)

Not Valid Nodes

In the punching nodes are located in the middle of a line load or a line support, no punching shear occurs. Therefore, these nodes are indicated as not valid.

Both features known from RFEM 5, "Area Load on Members via Planes" and "Area Load on Members via Cells", can be found in RFEM 6 in the load wizard "Member Loads from Area Load". You can either define planes via nodes (marked in green in the image) or select the cells (marked in blue in the image).

In RFEM 6 and RSTAB 8, you can freely set all keyboard shortcuts.

To do this, open the "Customize" dialog box using the menu "Options > Customize Menus and Toolbars".

Click "View" in the "Categories" list on the left, then double-click "AI Assistant Mia on/off" in the "Commands" list on the right.
Here you can define a new keyboard shortcut.

The Structure Stability add-on is not dependent on the settings made in the Steel Design add-on. It is a global stability analysis of the entire structure according to how the model is created. The setting of boundary conditions is only used for the design in the Steel Design add-on.
If you want the top flange to be supported, for example, we recommend using objects from Types for Members → Member Supports → Shear Panel. These objects are reflected in the results of the add-ons for dynamic and stability analysis.
In order to take into account the shear panel, it is necessary to activate this option of structural modification for the selected load cases or load combinations.

Navigation to the "New Member Hinge" Dialog Box
To connect a member as hinged in RFEM 6 or RSTAB 9, you need to define a member hinge first. You can open the "New Member Hinge" dialog box by using the menu bar, the navigator, the table, or the "Edit Member" dialog box. The following video shows all four options.

Creating New Member Hinge
When defining a new member hinge, select your reference coordinate system first. By selecting the hinge conditions, you release the corresponding degree of freedom. In the image below, the member hinge has been defined, for example, in such a way that free rotation about the local y- and z-axis of the member is possible. Furthermore, you can define spring constants and nonlinearities.

More information about defining a member end hinge can be found in the online manual of RFEM 6 / RSTAB 9:
RFEM 6 - Online Manual Member Hinges

Connecting Member Ends with Hinges
In the "Edit Member" dialog box, you can define member hinges for the selected members. For this, select the "Hinges" option in the "Main" tab.

In the "Hinges" tab, you can separately select the member end hinges defined previously for both member ends.

No, it is not possible to deactivate the Mia assistant. However, if the avatar is in a distracting position, you can simply move it by using the mouse.

Our AI assistant is continuously being developed. In the future, Mia will become much more integrated in RFEM and it is learning new things every day. Our goal is to make your work with RFEM even more intuitive and easier.

Mia provides you with the opportunity to use the capabilities of large language models (LLM) for the structural analysis and program operation of RFEM 6 and RSTAB 9.

Mia already offers a number of advantages:

Support 24/7, including weekends

Perhaps you know this situation, too: a project that still needs to be finished. Shortly before the end, problems arise for which you urgently need support, and the phone support has already closed.

Mia can help you to find a solution to your problem in this situation.

Better work efficiency

You will get the answers to your problems directly. You don't need to interrupt your work until the support has responded to your question.

Communication in almost any language

Mia has an integrated translation function. Communicate in the language that is easiest for you.

Easy access to information

You don't need to search through long articles to finally get the information you are looking for. Instead, you get exactly the information that is relevant to your question.

Easy to use

Simply describe your problem in natural language. It's no longer necessary to formulate complicated Google search queries and to search in countless documents for the results.

User friendliness

The AI function of Mia is directly integrated into the program interface of RFEM 6 and RSTAB 9; that is, exactly where the questions arise. It is no longer necessary to switch to the browser and open a specific website.

Free access

With Mia, you get free, fast access to the support team.

In the shortcut menu, you can find some important functions that support you when working with RFEM 6 and RSTAB 9.

Test Mia yourself. The answers are not always perfect, but are often amazingly good and effective. By the way, Mia also has a sense of humor.

More Information About Mia:

There are no technical differences between the student, trial, and full versions. The scope of functions is only controlled by the authorization.

Simply log in with your email address and password to use your student license.

RFEM 6 and RSTAB 9 require OpenGL 4.2, or a higher version, to run.

On the computer running RFEM or RSTAB, install a driver that enables OpenGL when accessed via Remote Desktop.

If this is not possible, you can install the software renderer. This FAQ describes how it works:

If you display a visibility—as described in the manual chapter Visibilities—the inactive objects are also displayed with a reduced intensity.

To hide these inactive objects completely, deactivate the Show Hidden Objects in Background checkbox in the General category of the "Navigator – Display".

Saving Graphic Template

Once you have assigned the concrete material and activated the design properties in the member input dialog box, the display of the reinforcement layout for the selected member is available.

In the Display Reinforcement Layout window, you can proceed as follows.
1. Use the options in the menu bar to customize the display according to your preferences.
2. This configuration can send "Directly to a printer" as a template.
3. When saving the template, it is stored globally and is also available for future models.

Multi Print of Reinforcement Layout for Selected Members

Use this graphic template to print the reinforcement of any members with a similarly formatted reinforcement layout in a multi print.

First, it is worth taking a look at the "Load Transfer" tab when editing the surface. If the load transfer direction is set to "Isotropic | FEM", the loads are not displayed until the load case or load combination has been calculated, as they must be calculated in a sub-model first. So make sure the results are available there.

The most important functions for using RFEM are described in the online manual. It also includes a short theoretical chapter on finite elements. Useful information about modeling and result evaluation for calculations according to the Finite Element Method can also be found in the technical articles of our Knowledge Base.

Of course, the documentation cannot replace the technical literature. To help you get started with finite elements, here are some recommended readings:

• Barth, Christian, & Rustler, Walter. (2013). Finite Elemente in der Baustatik-Praxis. (2nd ed.). Bauwerk. (➥ Amazon)
• Werkle, Horst. (2021). Finite Elemente in der Baustatik. (4th ed.). Springer Vieweg. (➥ Amazon)
• Nasdala, Lutz. (2015). FEM-Formelsammlung für Statik und Dynamik. (3rd ed.). Springer Vieweg. (➥ Amazon)
• Němec, Ivan. (2010). Finite Element Analysis of Structures – Principles and Praxis. Shaker-Verlag. (➥ Amazon)
• De Souza Neto, Eduardo A. (2008). Computational Methods for Plasticity – Theory and Applications. Wiley. (➥ Amazon)
• Rombach, Günter. (2000). Anwendung der finiten Elemente im Betonbau. Ernst & Sohn. (➥ Amazon)

This list is only a small selection of the recommendations. You can also find further technical literature in the references of the mentioned works.

You can access the requently used functions and commands in the program by using the integrated keyboard functions (shortcuts). For example, to print a graphic, the corresponding keyboard shortcut is [Ctrl]+[V]. Some important keyboard functions are listed in Chapter Keyboard Functions of the RFEM 5 manual.

If you want to assign user-defined shortcuts in RFEM 6 or RSTAB 9, proceed as follows:

1. In the Options menu, select the Customize Menus and Toolbars function.
2. All commands are sorted by category in the "Customize" dialog box. Select the Category of the command in the left column.
3. Double-click the middle column (1) in the row of the command.
4. In the "Set Shortcut" dialog box, you can now enter a user-defined combination (2).
5. Click the Set button to assign the shortcut (3).

Please note that some key combinations may already be used by the operating system for other functions. Make sure that the combination you select does not conflict with any existing shortcut.

Click the menu item "Options → Export GUI Settings...".

You can select whether you want to only save the settings of the toolbars or also other elements. After clicking the OK button, you will be asked to enter the name of the file.

Now, transfer the file to the other computer. Import the file by selecting the menu item "Options → Import GUI Settings..." and importing the file.

The design concept of RFEM 6 has been fundamentally changed, so the design cases are no longer available in the add-ons. When defining members and surfaces, you can specify whether to perform design and assign the design properties to the objects. Therefore, it is not possible to perform alternative analyses in the same model.

If you want to design some members according to different specifications, define a new design configuration for a limit state, and assign this configuration accordingly.

If you design both members and member sets, you can use the object properties to control whether to consider each member individually or to analyze the member set as a superordinate object.

Furthermore, RFEM 6 and RSTAB 9 provide you with the option to design objects with common properties using representatives.

If you are using RFEM 5 or RSTAB 8, click the "About RFEM and Licensing" entry in the Help menu. You can find your customer number here:

In RFEM 6 or RSTAB 9, click the "System Information" entry in the Help menu. You can find your customer number here:

When creating a new model in RFEM, it is not possible to import the templates from any path. It is necessary to create a project.

When accessing a template in Revit or Rhino/Grasshopper, an error message often appears if the path of the template file used is not linked to a "Template Project" in the Dlubal Center.

Open the Dlubal Center and check whether there is a "template project" for the folder with your template file.

If not, you can add the path of the template file as a project. In the FAQ video, the Downloads folder has been created as a template project, as it contains the template file.

Yes, it is possible to reset the view accordingly. To do this, move the mouse over the 3D cube in the upper right corner and then click the middle mouse button.

The resetting procedure is shown in the video below.

In RFEM 6 and the "Concrete Design", the fiber-reinforced concrete design can be carried out according to DIN EN 1992‑1‑1 in conjunction with the DAfStB guideline "Fiber Reinforced Concrete".

To activate the surface or member design using steel fiber reinforced concrete, it is sufficient to assign a material of the corresponding material type to the surface or member.

To do this, create a new material of the "Fiber Concrete" material type.

The concrete and lightweight concrete are designated with the "P1/P2" extension, which stand for Performance Class 1 and Performance Class 2.

The performance classes L1 and L2 are initially preset with the values 1.20 and 0.90 (see Image 02).

In order to be able to adapt these performance classes, you can activate a "user-defined material" in the "Main" tab of the material under the "Options".

Thus, the text boxes for L1 and L2 become accessible, so you can adjust the performance classes.

If you now perform the design with the material of the "Fiber Concrete" type in the "Concrete Design" add-on, the design checks modified or completed in the DAfStB guideline for the "fiber-reinforced concrete" design are adjusted. This modification of the design process can be found in the "Design Details", including the reference to the DAfStB guideline.

Note

For this type of design, it is necessary to specify "normal reinforcement" (member reinforcement for a member, area reinforcement for a surface), otherwise the surfaces cannot be designed. This means that you can only add steel fibers to already reinforced components.

To calculate a slab with fiber-reinforced concrete only (without reinforcing steel), use the "Damage 2D/3D" material model.

The process of creating temporary supports in RFEM 6 has changed since RFEM 5. In RFEM 5, they were created using the support function. In RFEM 6, you have two different options.

The first option is the definition of structural modifications; it is easier with the Construction Stages Analysis / RF-FORM-FINDING (see Link Describing Form-Finding Add-on for RFEM ) for more information about considering construction stages).

A detailed explanation of the temporary support definition has been given in the online manual.
Definition of Temporary Supports for Form-Finding

You can also find there a detailed description of the entire form-finding process.
Detailed Description of Form-Finding Process in RFEM 6

Furthermore, you can watch a free webinar about this.
Link to Internal Webinar on Form-Finding and Calculation of Membrane Structures

This action category no longer exists in RFEM 6 and RSTAB 9.
It is necessary to create the imperfection cases separately and assign them to the corresponding load case or load combination:

To create an imperfection load case, use the Data navigator (Imperfections → Imperfection Cases → right-click: New Imperfection Case) or directly in the "Load Cases and Combinations" dialog box; see the image.

As soon as you activate the design properties in the corresponding "Edit Member" dialog box, the corresponding tabs appear where you can enter the data; see the image.

Using the cross-section library, it is possible to display the unit stresses at the individual stress points of cross-sections. If you know the internal forces of the respective cross-section, you can quickly find a suitable cross-section without starting the stress calculation of the entire model.

After opening a material from the library, you can use the "User-Defined Material" option to access the material properties.

You can also use the options to control the dependence of the modulus of elasticity due to the temperature.

Yes, you have to activate the "Nonlinearity" tab in the "New Member/Edit Member" dialog box; see Image 01.

In the "Nonlinearity" tab, you can then define a new member nonlinearity; see Image 02.

Yes, such solids are rigidly connected by default.

To implement another type of connection, you can use surface releases.

For parametric cross-sections, the definition is in meters, as Grasshopper refers to the SI units.

It is possible to transfer the login data via the command line parameters. Then, the login window will no longer appear when starting the program.

It looks like this, for example:

RFEM6.exe --email [email protected] --password Trurvzrf_Cnffjbeg

You can add these parameters directly to the links to RFEM on the desktop:

Please pay attention to using quotation marks in the link because of the spaces in the path. Therefore, you need to enter the link target as follows:

"C:\Program Files\Dlubal\RFEM 6.05\bin\RFEM6.exe" --email [email protected] --password Trurvzrf_Cnffjbeg

Accuracy of RWIND Results and Ratio of Accuracy Versus Cost

The RWIND program was designed to quickly and easily calculate wind flow around buildings in order to obtain pressure values on their surfaces and generate load forces. In order to meet this main goal, a number of compromises had to be made, such as allowing the use of a simplified model or a relatively coarse computational mesh. It is obvious that these simplifications affect the accuracy of the results. Increasing the accuracy of the results using a finer mesh and other user settings in RWIND is possible, but this process may not be easy and requires sufficient experience with CFD simulations. An important question here is what is the acceptable ratio of effort and cost to the improvement in accuracy achieved. We recommend reading the CFD Project Accuracy vs. Effort article which deals with this issue in detail.

RWIND Error E315

When increasing the mesh density, memory and performance requirements do not grow linearly, but with the 3^rd to 4^th power (we have three spatial dimensions and also a reduction of the time step is necessary). This not only leads to a significant slowdown of the calculation, but also various problems can start to appear, which are usually related to the fact that the program approaches its limits or the limits of the hardware used. These problems also include error E315 which indicates a general failure inside the OpenFOAM© calculation modules – such as memory allocation failure, loss of numerical precision, and so on. The specific reasons for the failure can be different. More detailed information can be found from the relevant Log File.

RWIND Customer Support and its Limits

Dlubal customer support always tries to help RWIND users who encounter any problems. However, numerical simulations of wind flow can be very complex and results cannot generally be guaranteed. This is due to the fact that there is still no mathematical proof of the existence and uniqueness of the solution of the Navier-Stokes equations that describe this flow and which RWIND solves numerically using the finite volume method. Although the calculation converges to the correct solution in most cases, a failure of the calculation cannot be excluded. In the event that a calculation failure occurs in a large and complex project, assistance can be very time-consuming. If you are interested in additional extended assistance, please Contact Our Sales Team.

Regular expressions allow you to convert several objects, such as an entire IPE section series, by a single entry.

Example

Conversion of, for example, IPE120 in Tekla to IPE 120 | Euronorm 19-57; ... | SZS in RFEM 6 should also work for all other cross-sections of the IPE cross-section series.

In order to create a conversion for the entire IPE cross-section series, the regular expression is structured as follows:

For the expression (\d+), you can enter any decimal number. (IPE200, IPE300,...)

The expression $1 refers to the entered decimal number. In the following image, the regular expression has been added to the Tekla conversion table.

If two decimal numbers are used, the expression $1 refers to the first number and $2 refers to the second number. The following table shows this, using the example of the material conversion.

This article shows and explains possible problems when defining regular expressions.

The cross-section name 400*400 is not converted with the expression (\d+)*(\d+).

The asterisk * has a special meaning in regular expressions, and is therefore not interpreted as a simple character. To use the asterisk as a single character in a regular expression, you can write it with a backslash \ to invalidate its special meaning.

The cross-section name RHS200*100*5 is not converted with the expression RHS(\d+)\*(\d+)\*(\d+).

If several similar regular expressions are used, this may result in the use of an incorrect regular expression (see the example in the image).

You can use the superscript ^ to specify using a regular expression only if it is valid at the beginning of the material or cross-section name. The expression ^(\d+)\*(\d+) is thus no longer valid for the RHS section, because this section name does not start with a number (such as 400x400).

How can I convert the material/cross-section from RFEM 6 regardless of the standard designation?

In contrast to RFEM 6, Revit and Tekla assign material and cross-section names regardless of the standards. Therefore, to convert, for example, an HEA 300 cross-section in RFEM 6 into an HEA 300 with no standard reference in Revit or Tekla, you can use the regular expression .*$ to ignore the standard designation in the name.

The choice between steady-state (by using RWIND Basic) and transient simulation (by using RWIND Pro) depends on the specific requirements of the wind analysis, the level of accuracy needed, and the computational resources available. Steady-state simulations are suitable for simpler, time-invariant analyses, while transient simulations are necessary for capturing the dynamic behavior of wind flow and its impact on structures over time, and are more accurate than steady-state simulation.

Parapets present a unique challenge in the analysis of wind loads on buildings due to their positioning and the complex flow patterns they generate. Their interaction with wind loads is influenced by several factors that contribute to their complicated behavior:

Height and Exposure

Parapets extend above the main roof level, exposing them to higher wind velocities and different flow patterns compared to lower parts of the building. This exposure means they can experience significantly different wind pressures, including uplift forces.

Geometry and Shape

The shape of the parapet—whether it is flat, crenellated, or has other architectural features—can affect how wind flows over and around it, leading to complex patterns of vortices and turbulence. These flow patterns can alter the distribution and magnitude of wind pressures on the parapet and adjacent roof areas.

Interaction with Building Shape

The overall shape of the building influences how wind flows around it, which in turn affects the wind loads on the parapet. For instance, wind flowing over a streamlined, aerodynamic building will behave differently from wind encountering a building with a more bluff body. This interaction can lead to areas of higher pressure or suction on the parapet that are difficult to predict without detailed analysis.

Vortex Shedding

Tall parapets on high-rise buildings can experience vortex shedding, where alternating vortices are shed from either side of the parapet, leading to oscillating pressures that can cause structural vibrations. These effects are highly dependent on the wind speed, parapet shape, and the building’s orientation to the wind.

Gust Effect

Parapets can be subjected to gusting effects, where short-duration increases in wind speed cause fluctuating loads. These transient effects are particularly important for the structural design of parapets to ensure they can withstand sudden wind load increases without failure.

Given these complexities, advanced simulation techniques such as computational fluid dynamics (CFD) are often employed to accurately predict the wind loads on parapets. Both steady-state and transient simulations play a role, but transient simulations provide a more detailed understanding of how parapets respond to varying wind conditions over time in RWIND 2 Pro. These simulations can capture the instantaneous effects of gusts, the development of vortices, and the impact of turbulent flow, which are critical for designing parapets to be both functional and safe under wind loading.