EC3/8 Design Library

The FrameResultsSetDuctilityDesignResults type exposes the following members.

Fields

  NameDescription
LinkLengthCheckSatisfied
True, if moment check according to 6.8.2(6)is satisfied, otherwise false
McheckSatisfied_End
True, if moment check according to 6.8.2(4) or (5) is satisfied, otherwise false
McheckSatisfied_Start
True, if moment check according to 6.8.2(4) or (5) is satisfied, otherwise false
MEdlink_End
Acting moment at the ending edge of the link
MEdlink_Start
Acting moment at the starting edge of the link
Mplink_End
Moment design resistance of link at its ending edge according to 6.8.2(3) or (5)
Mplink_Start
Moment design resistance of link at its starting edge according to 6.8.2(3) or (5)
NearSeismicLink_AxialCheckSatisfied
True, if check according to (6.30), paragraph 6.8.3 is satisfied, otherwise false
NearSeismicLink_Ned
Compression force due to non seismic actions included in the combination of actions for the seismic design situation, according to paragraph 6.8.3, for use in formula (6.30)
NearSeismicLink_NRd
Axial design resistance according to paragraph 6.8.3, for use in formula (6.30)
Ned
Axial force in the beam or column due to non-seismic actions included in the combination for the seismic design situation, as defined in paragraph 6.7.4(1)
NedCheckSatisfied
True, if check according to paragraph 6.7.4(1) is satisfied, otherwise false
NplRd
Design buckling resistance of the beam or column, as defined in paragraph 6.7.4(1)
VcheckSatisfied_End
True, if shear check according to 6.8.2(4) or (5) is satisfied, otherwise false
VcheckSatisfied_Start
True, if shear check according to 6.8.2(4) or (5) is satisfied, otherwise false
VEdlink_End
Acting shear force at the ending edge of the link
VEdlink_Start
Acting shear force at the starting edge of the link
Vplink_End
Shear design resistance of link at its ending edge according to 6.8.2(3) or (5)
Vplink_Start
Shear design resistance of link at its starting edge according to 6.8.2(3) or (5)

See Also