Concrete Design – set up and using the addon

Hi everyone. I’ve downloaded the RFEM student version and I’m trying to figure it out. At first glance everything is simple: I created a model, assigned materials and sections, defined supports, applied loads. Everything is great — clear, fast, and straightforward.

Then I started learning the reinforced concrete add-on, and here I’m running into a lot of issues. I can’t find a detailed description of the “Edit ultimate configuration” dialog and other “Concrete design” dialogs. I guess I’m entering something incorrectly there, because “Required reinforcement” always matches “Provided reinforcement”.

I reduce the rebar diameter in a beam, recalculate — and again “Required reinforcement” equals “Provided reinforcement” (and all design check utilization factors are OK). If I reduce the reinforcement even more (down to a minimum), “Not covered reinforcement” appears, but all design checks are still OK.

Please help me set up the design so that:

  • “Provided reinforcement” shows the reinforcement I actually defined in the members,
  • “Required reinforcement” shows the minimum reinforcement that satisfies all checks,
  • “Not covered reinforcement” shows the difference between those two.

Also, when I look at internal force diagrams, everything looks fine (even with seismic loads). But the “Required reinforcement” diagram looks illogical: there is top reinforcement in midspan (and it is even larger than at the support), etc.

And one last question: is it possible to obtain the reinforcement envelope (Required reinforcement) selected according to all checks specified in Concrete design without defining reinforcement in the members?

Hi Marko0225,

thanks for your message!

To analyse the problem more precisely, the model file would be very helpful:

:right_arrow: Click on FileSave as and choose the following settings to reduce the file size:

:right_arrow: Then upload the file here (e.g. *.rf6, *.rs9) – this way, the community can also contribute to the solution.

:owl: Prefer not to share the file publicly? No problem – send it to me via direct message: click on my profile picture or user nameMessage.

Best regards
Sandy Matula

Dear Sandy, thanks for the reply, here is the file and 1 more question regarding concrete design and
projekat.rf6 (2.4 MB)


This is the Required reinforcement for the calculation considering seismic loads. The most interesting thing is that the maxima clearly coincide with the installed reinforcement. All checks are passed.
But if you increase the reinforcement from 20 mm diameter to 28 mm diameter (and change nothing else)…

Regarding the problem above, here are additional images


By changing only the diameter, we get a higher Required reinforcement. How can we determine the minimum reinforcement that satisfies all checks?

Here's one more attachment that shows higher required reinforcement after changing the diameters