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 |
Calculation for Steel Fiber-Reinforced Concrete
Nonlinear calculation of ultimate limit state design for steel fiber-reinforced concrete components
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