ACI 318-19 Concrete Design in RFEM 6 (USA)
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Recorded Webinar
Date | Time
Event Language
EnglishContent
Free Webinar | ACI 318-19 Concrete Design in RFEM 6 (USA)
Time Schedule
00:00 | Introduction |
01:40 | Example 1 - concrete beam modeling and loading |
15:00 | LRFD Design Situation analysis results |
16:20 | Beam reinforcement input data |
27:50 | ACI 318-19 design results review |
32:10 | Example 2 - concrete surface and member reinforcement input data |
52:33 | ACI 318-19 design results review |
57:40 | Printout report options |
1:03:31 | Conclusion |
Presentation Model to Download
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Speaker

Amy Heilig, PE
CEO - USA Office
Sales & Technical Support Engineer
Amy Heilig is the CEO of the USA office located in Philadelphia, PA. In addition, she provides sales and technical support and continues to aid in the development of Dlubal Software programs for the North American market.
Keywords
Free webinar Concrete Reinforced concrete ACI 318 ACI 318-19
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Shear Resistance According to ACI 318-19 in RFEM 6
With the most recent ACI 318-19 standard, the long-term relationship to determine the concrete shear resistance, Vc, is redefined.
- Although all the member design checks have been fulfilled, I get the "Not Covered Reinforcement" result. What is the reason?
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
- Where can I find the graphical results of punching shear in the concrete design? Especially the distribution of shear forces at the critical perimeter or the punching loads.
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