The add-on module determines the required reinforcement for the ultimate limit state. The fire resistance design is performed as a design based on the determined reinforcement. The reinforcement will not be increased in this process. If the design is not fulfilled, you can either define a higher reinforcement manually, or adjust the concrete cover to prevent the applied reinforcement from being overly damaged by the effects of fire.
Fire Resistance Design in RF‑CONCRETE Columns
In RF-CONCRETE Columns, I get a design ratio > 1 for the fire resistance design. How can the design be fulfilled in the add-on module?
Mr. Baumgärtel provides technical support for Dlubal Software customers.

The aim of this technical article is to perform a design according to the general design method of Eurocode 2, using the example of a slender reinforced concrete column.

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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.

For concrete design, you can display the reinforcement results in tables separately by design situation.
Why is the effective depth different with the effective depth used in shear checks?
How can I check the determination of the required reinforcement?