Home Products RFEM and RSTAB Add-on Modules Reinforced Concrete Structures Add-on Modules GB 50010 for RFEM/RSTAB Module Extension
GB 50010 for RFEM/RSTAB Module Extension
Extension of Reinforced Concrete Design Modules with Design According to GB 50010
GB 50010 for RFEM/RSTAB extends the range of standards for reinforced concrete design with the Chinese standard GB 50010‑2010: Code for Design of Concrete Structures, 1st edition, July 2011, for the following add‑on modules:
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Features
The material library already includes the Chinese types of concrete and reinforcing steel available for design. However, you can always define other materials for the design according to GB 50010.
In addition, it is possible consider the seismic design according to the standard GB 50011‑2010 (Code for seismic design of buildings).
Recommended Events
Eurocode 2 | Concrete structures according to DIN EN 1992-1-1
Online Training 11 May 2021 8:30 AM - 12:30 PM
Videos
KB 000674 | Defining Mandrel Diameter for Foundation Reinforcement in RF-/FOUNDATION Pro
Length 0:36 min
KB000610 | Automatically Dimensioning the Foundation Slab Geometry with RF-/FOUNDATION Pro
Length 0:40 min
KB 000605 | Setting the Concrete Cover in RF-/FOUNDATION Pro According to EN 1992-1-1
Length 0:32 min
KB 000655 | Longitudinal reinforcement to be applied for the shear force design according to EN 1...
Length 0:34 min
Models to Download
Knowledge Base Articles
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If the geometry of a surface, for which you must remove some of the existing boundary lines, changes subsequently, you don't need to redefine the surface.Screenshots
Product Features Articles

Material Model Orthotropic Masonry 2D
The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
Frequently Asked Questions (FAQ)
- Which programs and add-on modules by Dlubal Software are available for reinforced concrete structures?
- How are the signs to be interpreted for the release results of the line release and line hinges?
- How can I create a curved or curved section?
- Is it possible to manually specify a longitudinal reinforcement for the design in RF-PUNCH Pro?
- Can I simulate the cracked state of a concrete cross -section for a bending beam with the "Isotropic Nonlinear Elastic 1D" material model?
- Why is the deflection of the reinforced concrete floor sometimes greater when selecting a larger basic reinforcement?
- I have a question about message no.47 in the RFEM program. What is the exact meaning of the word integrate? What is the resulting effect?
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If I do not specify any basic reinforcement in RF-CONCRETE Surfaces, I get the value X as additionally required reinforcement. If I enter this value X as the existing basic reinforcement, I correctly do not get any additional required reinforcement.
However, if I enter a lower value than the determined required total reinforcement as the basic reinforcement, the additionally required reinforcement is increased in such a way that the originally required reinforcement content is exceeded. Why? - Why does the RF-CONCRETE Surfaces add-on module not increase the amount of reinforcement until the SLS designs have a design ratio of 1.0?
- How can I get the member end forces to design the connections?
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