Shear resistance – Vc and λs
|
λ |
Modification factor for lightweight concrete (= 1.0 for normal concrete) |
|
ρw |
longitudinal reinforcement ratio in the considered section [-] |
|
Nu |
Design value of the axial force (positive for compression) [kip] |
|
Ag |
Bruttoquerschnittsfläche [in²] |
|
bw |
Width of the considered section [in] |
|
d |
effective static height [in] |