Cross section dimensions

Width - b =   mm, Height h =   mm

Tensile reinforcement area - A_sl =   mm²

Effective depth - d = h −   mm

Shear links diameter - d_w =   mm

Number of legs for one link - n_w =  

Section design loads

Shear force - V_Ed =   kN    Axial force - N_Ed =   kN

Material properties

[EN 1992-1-1, Table 3.1]

Concrete

Characteristic compressive cylinder strength - f_ck =   MPa

Partial safety factor for concrete - γ_c = 1.5 , α_cc =  

Steel for shear reinforcement

Characteristic yield strength - f_yk =   MPa