Interface IServiceabilityResult

The result of serviceability analysis (SLS) calculated by IServiceability.

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

Properties

CrackingUtilisation

The ratio of the applied load (moment and axial) to the load (moment and axial) in the same direction that would cause the section to crack. Ratio > 1 means section is cracked.

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

The section is cracked when the cracking utilisation ratio is greater than 1. If the applied load is outside the capacity range of the section, the cracking utilisation will be maximum double value.

Cracks

Crack results are calculated at bar positions or section surfaces depending on the Design Code specifications.

Declaration
IList<ICrack> Cracks { get; }
Property Value
Type Description
IList<ICrack>
Remarks

If the applied action is outside the capacity range of the section, the returned list will be empty. See MaximumWidthCrack for the crack result corresponding to the maximum crack width.

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 maximum double values.

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.

MaximumWidthCrack

The crack result from Cracks that corresponds to the maximum crack width.

Declaration
ICrack MaximumWidthCrack { get; }
Property Value
Type Description
ICrack
Remarks

If there are no cracks (e.g. under a compressive load, or when the applied action is outside the capacity range of the section) the returned maximum width crack result will be null.

SecantStiffness

The secant stiffness under the applied action.

Load Deformation Secant stiffness Tangent stiffness

Declaration
IStiffness SecantStiffness { get; }
Property Value
Type Description
IStiffness
Remarks

If the applied action is outside the capacity range of the section, the secant stiffness will be zero.

UncrackedMomentRanges

The range of moments (in the direction of the applied moment, assuming constant axial force) over which the section remains uncracked.

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

Warnings

Warnings observed after the analysis.

Declaration
IList<IWarning> Warnings { get; }
Property Value
Type Description
IList<IWarning>

See Also