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    Interface IStrengthResult

    The result of strength analysis (ULS) calculated by IStrength.

    Namespace: Oasys.AdSec
    Assembly: AdSec_API_IDL.dll
    Syntax
    public interface IStrengthResult

    Properties

    Deformation

    The section deformation under the applied action.

    Declaration
    IDeformation Deformation { get; }
    Property Value
    Type Description
    IDeformation
    Remarks

    If the applied load is outside the capacity range of the section, the returned deformation will consist the maximum double values.

    DeformationUtilisation

    The strength deformation utilisation is the ratio of the applied deformation to the deformation in the same direction that would cause the section to reach its capacity. Utilisation > 1 means capacity has been exceeded.

    Declaration
    Ratio DeformationUtilisation { get; }
    Property Value
    Type Description
    OasysUnits.Ratio
    Remarks

    Capacity has been exceeded when the utilisation is greater than 1. If the applied load is outside the capacity range of the section, the deformation utilisation will be the maximum double value.

    Load

    The section load under the applied action.

    Declaration
    ILoad Load { get; }
    Property Value
    Type Description
    ILoad
    Remarks

    If the applied deformation is outside the capacity range of the section, the returned load will be zero.

    LoadUtilisation

    The strength load utilisation is the ratio of the applied load to the load in the same direction that would cause the section to reach its capacity. Utilisation > 1 means the applied load exceeds the section capacity.

    Declaration
    Ratio LoadUtilisation { get; }
    Property Value
    Type Description
    OasysUnits.Ratio
    Remarks

    If the applied load is outside the capacity range of the section, the utilisation will be greater than 1. Whereas, if the applied deformation exceeds the capacity, the load utilisation will be zero.

    MomentRanges

    The range of moments (in the direction of the applied moment, assuming constant axial force) that are within the section's capacity.

    Declaration
    IList<IMomentRange> MomentRanges { get; }
    Property Value
    Type Description
    IList<IMomentRange>

    See Also

    IStrength
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