Stand-Alone Programs
RWIND 2
Do you always know where the wind is blowing from? From the direction of innovation, of course! With RWIND 2, you have a program at your side that uses a digital wind tunnel for the numerical simulation of wind flows. The program simulates these flows around any building geometry and determines the wind loads on the surfaces. RWIND is available for you as a Basic and a Pro version.
This program was developed in cooperation withPC Progress andCFD Support . Therefore, you can use it as a stand-alone application or together with RFEM and RSTAB for your complete structural analysis and design.
CRANEWAY Stand-Alone Program
The CRANEWAY stand-alone program calculates and performs all required design checks of crane runway girders according to Eurocode 3.
You can optionally select between bridge or suspension cranes.

New
How to Conduct Validation Example in RWIND
Creating a validation example for Computational Fluid Dynamics (CFD) is a critical step in ensuring the accuracy and reliability of simulation results. This process involves comparing the outcomes of CFD simulations with experimental or analytical data from real-world scenarios. The objective is to establish that the CFD model can faithfully replicate the physical phenomena it is intended to simulate. This guide outlines the essential steps in developing a validation example for CFD simulation, from selecting a suitable physical scenario to analyzing and comparing the results. By meticulously following these steps, engineers and researchers can enhance the credibility of their CFD models, paving the way for their effective application in diverse fields such as aerodynamics, aerospace, and environmental studies.
- Is there an option to export the results of drag forces of all zones from RWIND in a table?
- When exporting my model from RFEM to RWIND, I get the message "Warning No. 7731 | Reading of logger file failed." What can I do to start the simulation in RWIND?
- Is it possible in the CRANEWAY software to obtain the SLS rotational deformations of a continuous beam at the supports for an isostatic beam in the web plane?
Associated Products