FrameElement Fields |
The FrameElement type exposes the following members.
| Name | Description | |
|---|---|---|
| EndingNode | ||
| EndingReleaseRX | ||
| EndingReleaseRY | ||
| EndingReleaseRZ | ||
| EndingReleaseTX | ||
| EndingReleaseTY | ||
| EndingReleaseTZ | ||
| FrameResultsSets_DEAD_SLS |
Dead load combinations included in each SLS combination
| |
| FrameResultsSets_LIVE_SLS |
Live load combinations included in each SLS combination
| |
| FrameResultsSets_SLS |
SLS combinations
| |
| FrameResultsSets_ULS |
ULS combinations
| |
| ID |
ID of Frame Element
| |
| Length |
Length of Frame Element
| |
| Material |
Material of Frame Element
| |
| PointInPlaneXY | ||
| Section |
Section of Frame Element
| |
| SeismicOnlyLoads |
Combinations with seismic-only loads included in seismic combination
| |
| SeismicVericalLoads |
Combination with vertical loads included in seismic combination
| |
| StartingNode | ||
| StartingReleaseRX | ||
| StartingReleaseRY | ||
| StartingReleaseRZ | ||
| StartingReleaseTX | ||
| StartingReleaseTY | ||
| StartingReleaseTZ | ||
| Story | ||
| Suspectible_to_Torsional_Deformations |
Specifies whether the element is suspectible to torsional deformations, as per Table B.1 (Annex B)
Valid only if the interaction factors kij are calculated according to Annex B
| |
| Type | ||
| za |
Z coordinate of load application point on section (input)
|