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002325
2026-05-06

Critical Bending Moment

Critical bending moment

Mcrit = π ·  E0,05 · Iz · G0,05 · ITlef = 18.482,84 kNm

Mcrit

Critical bending moment

E0,05

5% quantile of the modulus of elasticity

G0,05

5 % quantile of the shear modulus

Iz

Moment of inertia about the weak axis

IT

Torsional moment of inertia

lef

Replacement bar length
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