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Effective yield strength

Proportional limit

Slope of the linear

Steel temperature,

(relative to fy at 20°C),

(relative to fy at 20° C),

elastic range (relative to

T (°C)

ky,T = fy,T/fy

kP,T = fp,T/fy

Ea at 20°C), kET = ET/Ea

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