The interaction of axial compression and biaxial bending, according to EN 1993-1-1, is explained in detail under this title.
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Notations
NEd: Design norma] force
Npl,Rd: Design plastic resistancc resistance to normal forces of the gross cross-section
MEd: Design bending moment
My, Rd : Design values of the resistancc resistance to bending moments, y-y
Mz, Rd : Design values of the resistance to bending moments, z-z axis
hw: depth of a cross-section
tw: web thickness
fy: Strength of axial compressive force available according to Section E
Ϭx,Ed: Design value of the local longitudinal stress
YMO : Partial factor for resistance of cross-sections, whatever the class is
YMI : Partial factor for resistance of members to instability assessed by member checks
YM2 : Partial factor for resistance of cross-sections in tension to fracture
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6.2.9 Bending and Axial Force
6.2.9.1 Class 1 and 2 cross-sections
For class classes 1 and 2, the interaction of axial force and bending moment is considered according to Eq. 6.32.
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There is no interaction if the belowed below equations are satisfied for doubly symmetrical I and H sections.
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There is an interaction if the belowed below equation is satisfied for doubly symmetrical I and H sections
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6.2.9.2 Class 3 cross-sections
The maximum longitudinal stress should satisfy Eq. 6.42.
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6.2.9.3 Class 4 cross-sections
The maximum longitudinal stress should satisfy Eq. 6.43.
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AlternatiflyAlternatively,
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