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Shear Design of RC Rectangular Section
According to Eurocode: EN 1992-1-1

beam-shear.png

Cross section dimensions

Width - b = mm, Height h = mm

Tensile reinforcement area - Asl = mm²

Effective depth - d = h mm

Shear links diameter - dw = mm

Number of legs for one link - nw =

Section design loads

Shear force - VEd = kN    Axial force - NEd = kN

Material properties

Concrete[EN 1992-1-1, Table 3.1]

Characteristic compressive cylinder strength - fck = MPa

Partial safety factor for concrete - γc = 1.5 , αcc =

Steel for shear reinforcement

Characteristic yield strength - fyk = MPa


Substitute