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001022
2024-01-16

Stress in Reinforcement

Stress in reinforcement
σs = fyd + k · fyd - fydεuk - fydEs · εs - fydEs
σs Stress in reinforcement
fyd Design value of yield strength = fyk / γs
k Characteristic limits ratio = ftk / fyk
εuk Limit deformation
Es Modulus of elasticity
εs Deformation in reinforcement = εud = 0.9 ⋅ εuk
fyk Characteristic yield strength
γs Partial safety factor of steel
ftk Characteristic value of tensile strength
εud Design value of limit deformation