EC3/8 Design Library
The SectionCheckResults type exposes the following members.
Fields
Name  Description  

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 EN199311 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), EN199315
 
ShearZBucklingCheckNeeded 
True, if shear buckling should be checked for shear parallel to Z axis, as 6.2.6(6) of EN199311 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), EN199315
 
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
