Check out these tips to help you get started with the RFEM program.
Webinar | CSA A23.3:19 Concrete Building Design in RFEM 6
Video
First Steps with RFEM
Description
This webinar will provide an introduction to concrete building design acc. to the CSA A23.3:19 in RFEM 6.
Time Schedule:
00:00 Introduction
01:45 Structure modeling review in RFEM 6
06:55 Load and load combinations review
16:25 Member, surface, punching shear input data
36:05 Concrete Design Add-on input data
39:25 Static analysis results review
41:20 Concrete design results review
51:30 Building Model Add-on input data
59:30 Static analysis results review
1:02:18 Building element concrete design
1:05:28 Conclusion
Keywords
Free webinar Concrete Reinforced concrete CSA CSA A23.3 Building Diaphragm Shear wall Spandrel Deep beam
Links
Write Comment...
Write Comment...
Contact
Do you have any questions about our products or which are best suited for your design projects? Contact us via phone, email, chat or forum or search the FAQ page, available 24/7.
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.
New
Fatigue Design According to EN 1992-1-1 in RFEM
New
The Effect of Wind Directions on the Results of Wind Simulation and Structural Design
New
Influence of Various Integration Methods on Calculation of Steel Fiber-Reinforced Concrete Slab
New
Defining Rib Widths of Downstand Beams Using Example of Two-Span Beam
