30x
001420
2024-01-16

Shear Design Without Reinforcement According to 6.8.7 (4)

Shear Design Without Reinforcement According to 6.8.7 (4)
VEd,min / VEd,max  0  

VEd,max)VRd,c) 0.5 + 0.45 VEd,min)VRd,c)0.9 until C50/60 0.8 as of C55/67)

VEd,min / VEd,max < 0

VEd, maxVRd,c)  0.5 - VEd,minVRd,c)