EC3/8 Design Library

The SectionCheckResults type exposes the following members.

Fields

  NameDescription
AxialForceResistance
Resistance to axial loads
Class22
Section class about zz axis
Class33
Section class about yy axis
DMy
Resulting additional moment about yy axis because of the centroid shift of the effective area relative to the center of gravity of the gross cross section according to 6.2.2.5(4)
DMz
Resulting additional moment about zz axis because of the centroid shift of the effective area relative to the center of gravity of the gross cross section according to 6.2.2.5(4)
My_T_V_Rd
Moment resistance about yy axis. It is reduced because of shear and torsion, if needed
Mz_T_V_Rd
Moment resistance about zz axis. It is reduced because of shear and torsion, if needed
Ratio
Capacity ratio of this station
ShearYBucklingCheckNeeded
True, if shear buckling should be checked for shear parallel to Y axis, as 6.2.6(6) of EN1993-1-1 states
ShearYBucklingRatio
Shear buckling capacity ratio for shear to Y axis
ShearYBucklingResistance
Calculated shear buckling resistance for one web parallel to Y axis, according to 5.2(1), EN1993-1-5
ShearZBucklingCheckNeeded
True, if shear buckling should be checked for shear parallel to Z axis, as 6.2.6(6) of EN1993-1-1 states
ShearZBucklingRatio
Shear buckling capacity ratio for shear to Z axis
ShearZBucklingResistance
Calculated shear buckling resistance for one web parallel to Z axis, according to 5.2(1), EN1993-1-5
V_web_ShearYBuckling
Acting shear force on one web of the section parallel to Y axis
V_web_ShearZBuckling
Acting shear force on one web of the section parallel to Z axis

See Also