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Punching Design of Edge Column
According to Eurocode: EN 1992-1-1


Input data


Dimensions - c1 = mm, c2 = mm

Design loads

Support reaction - VEd = kN


Depth - h = mm

Concrete cover - c = mm

Longitudinal bars diameter - dbL = mm

Links diameter - dw = mm

Longitudinal reinforcement area

Asx = mm²/m, Asy = mm²/m

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 =


Characteristic yield strength - fyk = MPa