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