Analyse a reinforced concrete beam or column design in accordance with Eurocode 2.
ULS result | |
M-N utilisation | % |
Shear analysis |
SLS result | |
Assumed crack limit | 0.3mm |
Short term crack width | mm |
Long term crack width | mm |
d mm |
x mm |
e_{s1} | e_{s2} | σ'_{s1} N/mm^{2} |
σ'_{s2} N/mm^{2} |
M_{1} Nmm |
M_{2} Nmm |
M_{3} Nmm |
M kNm |
N kNm |
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