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Back to Formulas

67x

002269

2026-03-12

Concrete Strain Upon Reaching f_ck,c According to EC2, (3.26)

ε_{c 2, c} = ε_{c 2} \cdot {(\frac{f_{c k, c}}{f_{c k}})}^{2}

εc2	Concrete elongation upon reaching f_ck according to EC2, Table 3.1

;