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    Class ColumnUserBaseCapPlateSpecification

    A user specified base or cap plate connection

    Inheritance
    System.Object
    ConnectionSpecification
    ColumnUserBaseCapPlateSpecification
    Inherited Members
    System.Object.Equals(System.Object)
    System.Object.Equals(System.Object, System.Object)
    System.Object.GetHashCode()
    System.Object.GetType()
    System.Object.MemberwiseClone()
    System.Object.ToString()
    System.Object.ReferenceEquals(System.Object, System.Object)
    Namespace: DesignData.SDS2.Model
    Assembly: DesignData.SDS2.Model.dll
    Syntax
    public sealed class ColumnUserBaseCapPlateSpecification : ConnectionSpecification

    Constructors

    ColumnUserBaseCapPlateSpecification()

    Declaration
    public ColumnUserBaseCapPlateSpecification()

    Properties

    AlignStiffenersWith

    Automatic specifies that the system apply a setup choice (Fabricator Setup > Standard Fabricator Connections > Cap Plate Setup > "Align transverse stiffeners with").

    Column instructs the system to create transverse beam stiffeners that are parallel with the workline (stick form member line) of the column.

    Beam configures the system to create transverse beam stiffeners that are perpendicular to the workline of the beam. The stiffeners are normal to the beam, regardless of the slope of the beam or column.

    Declaration
    public StiffenerAlignment AlignStiffenersWith { get; set; }
    Property Value
    Type Description
    StiffenerAlignment

    PlateDefinition

    The base or cap plate to use for this connection. These can be found in the job setup object.

    Declaration
    public BaseCapPlate PlateDefinition { get; set; }
    Property Value
    Type Description
    BaseCapPlate

    PlateRotation

    The rotation of the plate around its center

    Declaration
    public double PlateRotation { get; set; }
    Property Value
    Type Description
    System.Double

    PlateYOffset

    The horizontal offset of the center of the plate from the center of the column

    Declaration
    public double PlateYOffset { get; set; }
    Property Value
    Type Description
    System.Double

    PlateZOffset

    The vertical offset of the center of the plate from the center of the column

    Declaration
    public double PlateZOffset { get; set; }
    Property Value
    Type Description
    System.Double

    UseExtendedStiffeners

    Automatic specifies that the system look at the Fabricator Setup > Standard Fabricator Connections > Extended Flange Plate Setup > "Plate overhang tolerance" to determine whether or not to design a connection. If the setup value is less than or equal to the actual base/cap plate overhang in the model, then a connection will be designed. If the setup value is greater than the overhang, a connection is not designed.

    Yes instructs the system to attempt to design flange extension plates and stiffeners. If it is determined that such a connection should not be designed, for example, because of interference with another member, the system locks are populated with null values (e.g. distances of 0) in leaves named " Bottom extension plate" or " Top extension plate" and " Stiffener Plate."

    No results in no flange extension plates and beam stiffeners.

    Declaration
    public AutomaticYesNo UseExtendedStiffeners { get; set; }
    Property Value
    Type Description
    AutomaticYesNo

    UseTransverseBeamStiffener

    Whether or not to use a transverse beam stiffener.

    Automatic specifies that the system apply a setup choice (Job Setup > Design Settings > "Always provide transverse beam stiffener").

    Yes instructs the system to create at least one pair of full-depth transverse beam stiffeners (one on the beam's near side, one far side) regardless of the "Load" on the column. Two pairs of stiffeners are created when the "Load" is sufficiently large. The two pairs of stiffeners align with the flanges of the column. A single pair of stiffeners is centered with respect to the column member line.

    No instructs the system to not create a pair of transverse beam stiffeners, even when the column's "Load" is large enough that the beam's web capacity is exceeded. If the system determines that the web capacity of the beam is exceeded, a connection is not designed, and you get the following end connection failure message: "Conn modified by framing situation, see Design Calcs."

    Declaration
    public AutomaticYesNo UseTransverseBeamStiffener { get; set; }
    Property Value
    Type Description
    AutomaticYesNo

    Methods

    Dispose(Boolean)

    Declaration
    protected override void Dispose(bool disposing)
    Parameters
    Type Name Description
    System.Boolean disposing
    Overrides
    ConnectionSpecification.Dispose(Boolean)
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