8x
001599
2024-09-26

Calculation for Steel Fiber-Reinforced Concrete

Nonlinear calculation of ultimate limit state design for steel fiber-reinforced concrete components

Rd = RfcR; 1.04 · fcrLif; fyR ftRγR

1.04 ⋅ ffcrLi Calculated mean value of the tensile stress that can be absorbed by the steel fiber-reinforced concrete after cracking according to the performance classes L1 or L2
fcR, fyR, ftR Respective mean value of concrete strength according to NA.10, DIN EN 1992-1-1
γR Partial safety factor for the system resistance

;