EC3/8 Design Library
The SectionCheckResults type exposes the following members.
Constructors
| Name | Description | |
|---|---|---|
 | SectionCheckResults | Initializes a new instance of the SectionCheckResults class |
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 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
