Exceeding the beam crack limit?

A

armedesign

New Member
Hello, I am trying to learn the operation of the system using the demo version of idecad, when I get a report in a villa project that I created myself, I get the error "beam crack limit exceeded" on the beams as a result of the analysis. Even though I enlarge the reinforcements and beam diameters, the problem still persists, where else could the problem originate?
 
I recommend checking whether the correct environmental conditions are selected in the beam crack boundary control. Crack control and conditions in beams are given in TS 500 article 13.3 and Table 13.4. The crack boundaries and conditions in Table 13.4 can be selected from the Beam Settings/Cracked Section-Corrosion tab in the program.
 
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