Hi, @ghilmandilshad9495! If you are not interested in LTB design checks in the RFEM 6 Aluminum Design add-on, you can simply uncheck the checkbox for LTB under the member's "Effective Length" input. There is not an equivalent RF-FE LTB add-on in RFEM 6 as all LTB checks are within the specific Design add-ons. If you still have further questions, feel free to email us your model to [email protected].

Hi, @Civil.Structural3000! Thank you for your kind words.

Hi, @user-zl3br2oc8h! Our Webservice in Python, C# or JavaScript can be used with Visual Studio Code. VS Code offers two different types of setup, with the user setup you don't need admin rights to install packages as their location will be under you local AppData. You can find more information about it under the following link: code.visualstudio.com/docs/setup/windows For the Python console all packages are automatically installed on the system at the moment which requires admin rights. We will consider options to enable the usage of external libraries without admin rights in the Python Console and for In-App-Scripting for the future. Nevertheless you can already use our API from outside RFEM with VS code in user setup.

Hi, @user-dm4oq4dz2b! In the tables you can select members which should be designed.

Hi, @ghilmandilshad9495! In the tables you can select members which should be designed. www.dlubal.com/en/downloads-and-information/documents/online-manuals/rfem-6-steel-design/000107

Hi, @ghilmandilshad9495! Load Case "Transom loads (in direction of fall)" indludes the horizontal loads on safety barriers in the direction of fall.Horizontal loads on safety barriers are regulated in chapter 6.4 of EN 1991-1-1. They depend on the categories according to their use. For category B2 the horizontal load is qk = 1,0 kN/m. Load Case "Transom load (in opposite direction)" includes the horizontal loads in opposite direction. According to the German national annex, the transom loads are to be applied in the opposite direction with 50%, but at least 0.5 kN/m.

Hi, @ghilmandilshad9495! Reinforced cross-sections were the topic of last Aluminum webinar, see: www.dlubal.com/en/support-and-learning/learning/webinars/003248

Hi, @ghilmandilshad9495! Unfortunately we don't have anything written.

Hi, @clawdog7758! Converting the model to a Python script can help you getting to know the syntax of the Python In-App Scripting. Additionally you can use it to adapt the exported script in order to create your own script that you can use in the Script Manager.

@@DlubalEN thank you 😁

Hi, @markmusk521! We wish you much success and a lots of fun with our products.

Hi, @KevinDo-q2g! What function do you mean? The Steel Joint Add-on is already available for a while.

@@DlubalEN Yes, the Steel Joint Add-On was what I was referring to. I am still using this on a trial basis and have not gotten deep into this feature, so this video definitely helps!

Hi, @LvPatriot1! This is not possible at the moment. But you can determine deformations and stresses for models with such cross-sections.

@@DlubalEN Thanks for the reply.

Hi, @hometv-uu6ch! Please feel free to contact our support team via [email protected] and attach the model without results. Our team will help you!

Hi, @BoZhaoengineering! Thanks for the feedback. We agree the FEA approach in the REM 6 Steel Joints add-on is revolutionary in that any connection design is now possible! You are not limited to standard connection types. Additionally, the member design and connection design can be completed in a single model. We hope you enjoy working with RFEM 6.

Hi, @civilengineeringwitharas4776! Take a look at time 41:20. The relevant Wind Load Cases is selected for the corresponding imperfect. However, you'll notice the program will further consider all Load Combinations automatically (lateral and gravity Load Combinations) for this imperfection application. This is shown again at time 48:20.

@@DlubalEN Thank you very much

@@DlubalEN Can we have a node that supports both the upper and the lower flange ? lets say we have a beam to rafter connection with full depth shear plate, in this case the beam can brace both the upper and the lower flange. I have tried but I think RFEM does not have such option.

Hi, @nielsv650! You can save a model file as a template via “File > Save as template”. The storage location of the file is then displayed in the save dialog. By default, this is: C:\Users\Public\Documents\Dlubal\Templates\Base To share the file with a colleague, simply copy the file to the corresponding folder on the colleague's PC.

Hi, @TonyA-ex1sj! Please feel free to check our career page to see if there is any job position for you. Here you have the link: www.dlubal.com/en/company/careers-at-dlubal-software/open-positions

Hi, @martinmoran4919! Yes, deltaT is the difference between top fibers and bottom fibers.

@@DlubalEN Thanks.

Hi, @mehmetgoktepe5424! The optimization options in the Steel Design Add-on are very quick. The program will suggest a cross-section profile from either the entire list of profiles in the same cross-section family or you can create a "favorites" list to optimize from a selected list. The program will output the cross-section that reaches a design ratio as close to 1.0 as possible. If you prefer to optimize a section based on height or width, you can use a "parametric" section rather than a standardized to select the range of height/width values to optimize. If you find that the optimization is slow within the Steel Design Add-on, please email us your model at [email protected] and we can look into this further. Perhaps we can suggest a better workflow to increase your optimization time.

Hi @serdarakca7070! It's possible in RFEM 6 to keep members as one continuous element without creating a set of members by taking advantage of the "node on member" when a transverse member is framing into the element. The RFEM 6 online manual will explain this node type further. www.dlubal.com/en/downloads-and-information/documents/online-manuals/rfem-6/000037

Hi, @ADAD-j6r! Yes, this is what we describe on slide 14 of the PowerPoint presentation.

Hi, @qaria85! The RSA shear forces including at the structure base can be viewed under the Building Model results - Results by Story as shown at time 43:25. Vertical resultant forces can be found in the Navigator - Results - Support Reactions - Resultant in the left panel. For additional questions, feel free to email the support team at [email protected].

@@DlubalEN Thank you very much

Hi, @beazapico! Yes, it is possible to export the reinforcement as a table in RFEM 6. The export function is available for the result tables in the module. For example, you can perform the steel stress verification and then export the table in mask 3.3. When exporting the table in mask 3.3, you can choose between FE mesh points and grid points. The grid can be adjusted as a property of the surface. Maybe this manual will also help you: www.dlubal.com/en/downloads-and-information/documents/online-manuals/rfem-6-concrete-design/004022

Hi, @shaikheslamulhoque8611! For more information regarding this subject please visit our website: www.dlubal.com/en/support-and-learning/support/knowledge-base/001886

@@DlubalEN Need Details Video Tutorial step by step please

Hi, @shaikheslamulhoque8611! Feel free to visit our website for more information regarding this topic. www.dlubal.com/en/support-and-learning/support/knowledge-base/001886

There is a full KZbin channel on it.

¡Hola, @danielgeronimo7! puedes descargar este modelo de ejemplo: www.dlubal.com/es/descargas-e-informacion/ejemplos-y-tutoriales/modelos-para-descargar/003755 y simular el análisis modal siguiendo este seminario web: www.dlubal.com/es/soporte-y-formacion/formacion/seminarios-web/002705. Si tiene interés en comprar el software, escríbanos a [email protected]. Un saludo de su equipo de Dlubal Software

Hi, @Dustmadeout! Of course! New webinars and online training sessions are already in the planning stage. In the meantime, feel free to watch other videos on the topic of RSECTION on KZbin and our website.

Hi, @andreibaltaga1079! We would be happy to help. The calculation time always depends on the number of joints defined and the number of load combinations in the model. When one or both of these are significantly big, the calculation performance will be affected. Therefore, we suggest to define the connection design at only the controlling locations for identical or similar connections. Additionally, load combinations that are not controlling can be excluded from the calculation. For further assistance, please email us your model without saved results to [email protected].