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Members
Reinforced concrete is one of the most popular building materials. The Concrete Design add-on allows you to perform the ultimate and serviceability limit state design of concrete members and member sets.
- The internal forces from RSTAB are imported automatically.
- Ultimate limit state and serviceability limit state design checks are performed.
- It is possible to apply user-defined limit values and parameters, based on the integrated National Annexes (NA).
- Detailed setting options of the basis and extent of calculations provides you with higher flexibility.
- The result output is fast and clearly arranged, which allows you to check the result distribution right after the design checks.
- The results are displayed graphically in RSTAB, including design criteria and required reinforcement
- Numerical results are clearly presented in tables, and you can also display the results graphically in the structure.
- The results are seamlessly integrated into the RSTAB printout report.
Webinar: Modeling and Design of Reinforced Concrete Structures in RFEM 6 and RSTAB 9
Concrete Design for RSTAB 9
Storage Facility Construction in Faverolles, France | © SPIC SAS
Webinar: Modeling and Design of Reinforced Concrete Structures in RFEM 6 and RSTAB 9
Designed with Concrete Design for RSTAB 9
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I would just like to send a quick note to wish everyone at Dlubal well, in particular I would like to say thank you for the fantastic, thorough and professional support you provide.
Powerful, Easy to Use, Easy to Learn…
We adopted Dlubal in our work and haven't looked back. Powerful, easy to use, easy to learn, with mercifully simple output (once set up).
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Total Amount 2,970.00 USD
The price is valid for United States.
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For reinforced concrete components and structures with structural behavior considerably influenced by the effects of the second-order analysis, Eurocode 2 provides the general method based on a nonlinear determination of internal forces according to the second-order analysis (5.8.6), as well as the approximation method based on the nominal curvature (5.8.8).
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.
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.
The fatigue design according to EN 1992-1-1 must be performed for the structural components subjected to large stress ranges and/or many load changes. In this case, the design checks for the concrete and the reinforcement are performed separately. There are two alternative design methods available.
For the serviceability of a structure, the deformations must not exceed certain limit values. This article describes an example that shows how to analyze the deflection of members using Dlubal's design add-ons.
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.
Do you have individual column sections and angled wall geometries, and need punching shear design for them?
No problem. In RFEM 6, you can perform punching shear design not only for rectangular and circular sections, but for any cross-section shape.
In the Concrete Design add-on, you can perform the simplified fire resistance design according to Sections 5.3.2 and 5.6 of EN 1992‑1‑2 for columns and beams.
The following design checks are available for the simplified fire resistance design:
- Columns: Minimum cross-sectional dimensions for rectangular and circular sections according to Table 5.2a as well as Equation 5.7 for calculating time of fire exposure
- Beams: Minimum dimensions and center distances according to Tables 5.5 and 5.6
You can determine the internal forces for the fire resistance design according to two methods.
- 1 Here, the internal forces of the accidental design situation are included directly into the design.
- 2 The internal forces of the design at normal temperature are reduced by the factor Eta,fi (ηfi), then used in the fire resistance design.
Furthermore, it is possible to modify the axis distance according to Eq. 5.5.
How can I check the determination of the required reinforcement?
How can I change the display size of formulas in the result details?
How can I perform member design by case for different settings in the design configuration?
Why do I only obtain the total reinforcement in the Results navigator under "Required Reinforcement", and no result for the top and bottom reinforcements separately?
Which products do you recommend for the structural analysis and design of reinforced concrete structures?
How can I use graphic templates for multi printing of a reinforcement?