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Add-ons for Concrete Structures
Which products do you recommend for the structural analysis and design of reinforced concrete structures?
Programs for Concrete Structures
Which programs and add-ons are suitable for concrete structures?
AISC 360-16 Shear Plane in Thread Option
Can I exclude bolt threads from the shear planes according to AISC 360-16 in the Steel Joints Add-on?
Nominal Reinforcement Bar Size
Can I define a different bar size in the RFEM 6 Concrete Design add-on other than the default bar sizes available in the drop-down?
Question
When comparing RF‑CONCRETE Columns with another design software, I get different results. How can the differences be explained?
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Which calculation method is the basis for the stability analysis in RF‑CONCRETE Columns?
Question
Is it possible to display the curvatures or the radius of a slab in the element nodes?
Question
Why is the deflection of a reinforced concrete floor sometimes greater when selecting a larger basic reinforcement?
Question
How are the creep and shrinkage for columns considered in RF‑CONCRETE Members?
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The RF‑CONCRETE Columns add-on module cannot determine sufficient reinforcement. However, the columns can be designed easily in a comparative calculation. Can you help us?
Question
Can I enter a provided basic reinforcement in RF‑CONCRETE Columns?
Question
I am performing fire resistance design in RF‑/CONCRETE Columns. To which source does the design formula according to Section 5.8.8 refer?
Question
How can I design a ribbed plate in state II with RF‑CONCRETE NL and use the stiffness export from the add-on modules for this?
Design of Masts and Towers
Is it possible to use Dlubal Software for the calculation and design of 5G transmission masts, antenna masts, or towers?
Question
When using the RF‑/CONCRETE Columns add-on module, do I have to define the imperfections of a column as a load case in RFEM/RSTAB?
Question
How can I perform a stability analysis or walls in RF‑CONCRETE Surfaces?
Question
Why is the compensated cutting pattern length of a membrane surface incompatible with the defined compensation?
Why is the compensated cutting pattern length of a membrane surface incompatible with the defined compensation?