ACI 318-19 Concrete Design in RFEM
Information about the Free Webinar
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This webinar demonstrates the general concrete design workflow according to the ACI 318-19 in RFEM and the RF-CONCRETE add-on modules.
Recorded Webinar
Date | Time
Event Language
EnglishContent
Webinar | ACI 318-19 Concrete Design in RFEM
This webinar demonstrates the general concrete design workflow according to the ACI 318-19 in RFEM and the RF-CONCRETE add-on modules.
Time Schedule
| 00:00 | Introduction |
| 02:08 | RFEM and RF-CONCRETE add-on module concept |
| 04:12 | Overview of concrete model and loads in RFEM |
| 17:30 | Calculation and analysis results |
| 22:44 | ACI 318-19 updates in RF-CONCRETE |
| 30:15 | Member design in RF-CONCRETE Members |
| 43:42 | Slab design in RF-CONCRETE Surfaces |
| 56:45 | Addressing FEA singularities |
| 1:01:53 | Design strip considerations |
| 1:03:29 | Conclusion |
Presentation Model to Download
Below, under Models to Download, you will find the model(s) used in the webinar. This will allow you to independently follow the webinar step by step with the provided model after the presentation is complete.
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 online webinar Concrete Reinforced Concrete ACI 318-19 ACI 318-19
Links
- Product Description | Structural Analysis Software RFEM
- RFEM add-on module RF-CONCRETE
- Product Description | RFEM add-on module RF-CONCRETE Deflect
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Design Strip Consideration Acc. to ACI 318-19 and CSA A23.3:19 in RFEM
Reinforced concrete surface design for slabs, plates, and walls is possible in the RF-CONCRETE Surfaces module according to the ACI 318-19 or the CSA A23.3-19 standard. A common approach for slab design is the use of design strips for determining the average one-way internal forces over the width of the strip.
- I have a roof structure resting on a steel column that runs to the foundations. The column runs through a perimeter wall that supports the false ceiling. A considerable part of the load from the roof is transferred to the wall. I want the steel column to carry all the vertical loads from the roof. How can I do it?
- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
- In RF‑CONCRETE Surfaces, I obtain a high amount of reinforcement in relation to a lever arm that is almost zero. How is such a small lever arm of internal forces created?
- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
- When converting from the manual definition of reinforcement areas to the automatic arrangement of reinforcement according to Window 1.4, the result of the deformation calculation differs, although the basic reinforcement has not been modified. What is the reason for this change?
- Does the program check the lap length of the vertical stirrups of a block foundation with smooth bucket sides?
- Why do I get a discontinuous area in the distribution of internal forces? In the area of the supported line, the shear force VEd shows a jump, which does not seems to be plausible.
- Is there a possibility in RFEM to define a global polar grid with the origin lies in the global zero point, for example, and which applies to several surfaces?
- When comparing RF‑CONCRETE Columns with another design software, I get different results. How to explain the differences?
- Is it possible to perform design without an additional reinforcement in RF‑CONCRETE Surfaces?
