Description
Name
Rotational release at the top end of the column along the y-axis.
Top My
Rotational release at the top end of the column along the z-axis.
Top Mz
Either fixed, Pinned, Bending Moment or User-Defined. User-Defined allows you
to enable/disable each of the bottom release conditions.
Bottom Release
Translational release at the bottom end of the column along the x-axis.
Bottom Fx
Translational release at the bottom end of the column along the y-axis.
Bottom Fy
Translational release at the bottom end of the column along the z-axis.
Bottom Fz
Rotational release at the bottom end of the column along the x-axis.
Bottom Mx
Rotational release at the bottom end of the column along the y-axis.
Bottom My
Rotational release at the bottom end of the column along the z-axis.
Bottom Mz
Either Hanger, Gravity, Lateral, or Not for analysis. Used by external analysis applic-
ations to determine whether the column contributes to lateral analysis.
Analyze As
Analytical Model
Infinitely rigid frame element with no weight. When Rigid Links is enabled, an ad-
ditional analytical segment is engaged in the model between the end of the ana-
lytical model of a beam and the analytical model of a column.
Rigid Links
Toggles the auto-detect parameter to display the horizontal projection of the
column.
Auto-detect Horizontal Projection
The plane of the column used for analysis and design. For more information, see
.
Top Vertical Projection
The plane of the column used for analysis and design. .
Bottom Vertical Projection
Openings in a Structural Beam, Brace, or Structural Column
You can cut openings through different structural elements such as beams, braces, or structural columns,
using the Opening by Face tool. For more information, see
Openings
on page 658. The following behavior
applies to all structural elements:
■
A beam opening is applied to a face that is vertical or horizontal through the major or minor axis (typically
vertical or horizontal) of the beam.
■
A beam opening cuts through the entire element (for example, it cannot cut only one flange of a
wide-flange beam).
766 | Chapter 12 Working with Structural Components
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