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FrameResultsSetDuctilityDesignResults Class

Eurocode 3 and Eurocode 8 Design Library
Ducility design results regarding a frame results set
Inheritance Hierarchy
SystemObject
  EC3DesignFrameResultsSetDuctilityDesignResults

Namespace:  EC3Design
Assembly:  EC3Design (in EC3Design.dll) Version: 1.0.0.0 (1.0.0.0)
Syntax
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public class FrameResultsSetDuctilityDesignResults

The FrameResultsSetDuctilityDesignResults type exposes the following members.

Constructors
  NameDescription
Public methodFrameResultsSetDuctilityDesignResults
Initializes a new instance of the FrameResultsSetDuctilityDesignResults class
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Fields
  NameDescription
Public fieldLinkLengthCheckSatisfied
True, if moment check according to 6.8.2(6)is satisfied, otherwise false
Public fieldMcheckSatisfied_End
True, if moment check according to 6.8.2(4) or (5) is satisfied, otherwise false
Public fieldMcheckSatisfied_Start
True, if moment check according to 6.8.2(4) or (5) is satisfied, otherwise false
Public fieldMEdlink_End
Acting moment at the ending edge of the link
Public fieldMEdlink_Start
Acting moment at the starting edge of the link
Public fieldMplink_End
Moment design resistance of link at its ending edge according to 6.8.2(3) or (5)
Public fieldMplink_Start
Moment design resistance of link at its starting edge according to 6.8.2(3) or (5)
Public fieldNearSeismicLink_AxialCheckSatisfied
True, if check according to (6.30), paragraph 6.8.3 is satisfied, otherwise false
Public fieldNearSeismicLink_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)
Public fieldNearSeismicLink_NRd
Axial design resistance according to paragraph 6.8.3, for use in formula (6.30)
Public fieldNed
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)
Public fieldNedCheckSatisfied
True, if check according to paragraph 6.7.4(1) is satisfied, otherwise false
Public fieldNplRd
Design buckling resistance of the beam or column, as defined in paragraph 6.7.4(1)
Public fieldVcheckSatisfied_End
True, if shear check according to 6.8.2(4) or (5) is satisfied, otherwise false
Public fieldVcheckSatisfied_Start
True, if shear check according to 6.8.2(4) or (5) is satisfied, otherwise false
Public fieldVEdlink_End
Acting shear force at the ending edge of the link
Public fieldVEdlink_Start
Acting shear force at the starting edge of the link
Public fieldVplink_End
Shear design resistance of link at its ending edge according to 6.8.2(3) or (5)
Public fieldVplink_Start
Shear design resistance of link at its starting edge according to 6.8.2(3) or (5)
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See Also