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2024-01-16

Critical Bending Moment

Critical bending moment
Mcrit = π · E0.05 · IZ · G0.05 · Itorlef
Mcrit Critical bending moment
E0.05 5 % quantile of modulus of elasticity
G0.05 5 % quantile of shear modulus
Iz Second moment of area about weak axis
IT Torsional constant
lef Equivalent member length


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