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2026-04-27

Load Increasing Factor for Unevenly Distributed Shear Force

β = 1+  k · MEdVEd · u1W1

k

Coefficient depending on the column dimensions according to EN 1992-1-1, Table 6.1

MEd

Moment about the centroidal axis of the critical circular section

VEd

Design value of the punching load

u1

Extent of the critical perimeter cut

W1

Section modulus of the critical circular section
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