In the fourth part of the Dlubal Info Day Online recording, Paul Kieloch shows the graphical documentation of results from RF‑CONCRETE Surfaces utilizing a floor slab example.
Tips and Tricks (Documentation) | RFEM | Info Day Online | 15.12.2020 | 4/4
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Knowledge Base
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RFEM offers different options for the graphical display of results that have been determined in RF-CONCRETE Surfaces. This article gives an overview of these options.
For uniformly distributed loading according to EN 1992‑1‑1 (Eurocode 2), the design section for the shear reinforcement can be placed at the distance d from the front edge of the support. Thus for the shear reinforcement, the applied shear force is reduced to VEd,red. To analyze the maximum design shear resistance VRd,max, however, the total shear force is applied.
In RF-/FOUNDATION Pro, the user can freely select the proportion of the relieving soil pressure by means of the factor kred.
In RF-/FOUNDATION Pro, you can also consider the concrete cover for the foundation according to EN 1992-1-1.
The extent of a printout report can be individually adjusted by means of selection criteria. You can create printout templates based on already existing printouts and reuse them globally for all design projects.
The "Nonlinear Material Behavior" add-on includes the Anistropic | Damage material model for concrete structural components. This material model allows you to consider concrete damage for members, surfaces, and solids.
You can define an individual stress-strain diagram via a table, use the parametric input to generate the stress-strain diagram, or use the predefined parameters from the standards. Furthermore, it is possible to consider the tension stiffening effect.
For the reinforcement, both nonlinear material models "Isotropic | Plastic (Members)" and "Isotropic | Nonlinear Elastic (Members)" are available.
It is possible to consider the long-term effects due to creep and shrinkage using the "Static Analysis | Creep & Shrinkage (Linear)" analysis type that has been recently released. Creep is taken into account by stretching the stress-strain diagram of the concrete using the factor (1+phi), and shrinkage is taken into account as the pre-strain of the concrete. More detailed time step analyses are possible using the "Time-Dependent Analysis (TDA)" add-on.
In the Concrete Design add-on, you can determine the required longitudinal reinforcement for the direct crack width analysis (w k).
For the design of reinforced concrete members, there is the option to automatically determine the number or diameter of rebars.
How can I retroactively print an image of my model without loading and without reference to a load case into the printout report?
How can I change the colors of member hinges for a screen or a printout report?
How can I adjust the size of a graphic in the short form printout?
When I want to print my model as "window filling" in the printout report, it sometimes happens that the comments and the font are cut off from the dimensions in the printout report.
I would like to use the "Insert Pages Before Block" function in the printout report. Unfortunately, this does not work: In the table of contents, the inserted empty pages are listed and considered by page, but the pages are not available.
Is it possible to insert an additional comment at the edge of a printout report?
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