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RFEM 6 for Students | Introduction to Reinforced Concrete Design | May 19, 2022
Video
First Steps with RFEM
Description
This free online training for students on reinforced concrete design in RFEM 6 introduces important functions and modeling options using practical examples.
This recording was done on May 19th, 2022.
Content:
00:00 Welcome
03:07 Reinforced Concrete Beam
29:13 Design of a Reinforced Concrete Slab
Keywords
Online training by Dlubal Training Online training RFEM Dlubal Students Reinforced Concrete Beam Reinforced Concrete Slab Dlubal online training E-learning Dlubal crash course Dlubal Campus Dlubal Academy Structural engineering Structural analysis RFEM 6 RSTAB 9 Dlubal Software
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Design of Deep Beams in RFEM 6
According to EN 1992-1-1 [1], a beam is a member of which the span is no less than 3 times the overall section depth. Otherwise, the structural element should be considered as a deep beam. The behavior of deep beams (i.e., beams with a span less than 3 times the section depth) is different from the behavior of normal beams (i.e., beams with a span that is 3 times greater than the section depth). However, designing deep beams is often necessary when analyzing the structural components of reinforced concrete structures, since they are used for window and door lintels, upstand and downstand beams, the connection between split-level slabs, and frame systems.
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Although all the designs for a member have been complied with, I get an "Uncovered reinforcement". How is this possible?
- 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.
- Is it possible to display the reinforcement description in RFEM 6?
- Can the RFEM 6 Concrete Design add-on automatically design member and surface reinforcement?
- I would like to perform punching design of a floor slab. I have selected nodes for the design, but they are marked as invalid. Where did I make a mistake?
- Where can I activate creep for concrete design?
- Why are the members not valid for the Concrete Design add-on?
- What is the meaning of the terms "Factorize provided reinforcement" and "Optimize provided reinforcement" in concrete design?
- In RFEM 6, is it possible to display a graphic with the distribution of the required reinforcement in the DIN A0 format?
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