/// <summary>
/// This function returns an individual section property at a single superstructure section cut in a bridge object.<para/>
/// These properties are calculated for the section before skew, grade, and superstructure elevation are applied. <para/>
/// Coordinate values are measured from the lower-left corner of the section bounding-box. <para/>
/// X is positive to the right when looking upstation, and Y is positive upward.<para/>
/// If the bridge object is not currently linked to existing objects in the model, an error is returned.
/// TODO: Handle this.
/// </summary>
/// <param name="name">The name of an existing bridge object.</param>
/// <param name="cutIndex">The index number of the section cut in this bridge object. <para/>
/// This must be from 0 to Count-1, where Count is the value returned by the function <see cref="Superstructure.CountSuperstructureCut"/>. <para/>
/// Section cuts will be in order of increasing station and increasing location as defined in the <see cref="Superstructure.GetSuperstructureCutLocation"/>.</param>
/// <param name="cutSectionItem">The type of property value to be gotten.</param>
/// <param name="sectionCutValue">The value of the requested item:<para/>
/// <see cref="eSectionCutItem.NumberOfGirdersOrWebs"/>: <paramref name="sectionCutValue"/> >= 0, integral.<para/>
/// <see cref="eSectionCutItem.DesignAreaOfTopSlab"/>: <paramref name="sectionCutValue"/> > 0, [L^2].<para/>
/// <see cref="eSectionCutItem.DesignAreaOfBottomSlab"/>: <paramref name="sectionCutValue"/> >= 0, [L^2].<para/>
/// <see cref="eSectionCutItem.WidthOfTopSlab"/>: <paramref name="sectionCutValue"/> > 0, [L].<para/>
/// <see cref="eSectionCutItem.WidthOfBottomSlab"/>: <paramref name="sectionCutValue"/> >= 0, [L].<para/>
/// <see cref="eSectionCutItem.XCoordinateOfTopSlabCentroid"/>: Any value is valid. [L].<para/>
/// <see cref="eSectionCutItem.XCoordinateOfBottomSlabCentroid"/>: Any value is valid. [L].<para/>
/// <see cref="eSectionCutItem.YCoordinateOfTopSlabCentroid"/>: <paramref name="sectionCutValue"/> >= 0, [L].<para/>
/// <see cref="eSectionCutItem.YCoordinateOfBottomSlabCentroid"/>: <paramref name="sectionCutValue"/> <= 0, [L].<para/>
/// <see cref="eSectionCutItem.AreaInsideTorsionCircuit"/>: <paramref name="sectionCutValue"/> >= 0, [L^2].<para/>
/// <see cref="eSectionCutItem.LengthOfTorsionCircuit"/>: <paramref name="sectionCutValue"/> >= 0, [L].<para/>
/// <see cref="eSectionCutItem.NumberOfTendons"/>: <paramref name="sectionCutValue"/> >= 0.<para/>
/// <see cref="eSectionCutItem.TopOutsideWidthOfTorsionCircuit"/>: <paramref name="sectionCutValue"/> > 0, [L].<para/>
/// <see cref="eSectionCutItem.BottomOutsideWidthOfTorsionCircuit"/>: <paramref name="sectionCutValue"/> > 0, [L].<para/>
/// <see cref="eSectionCutItem.LeftOutsideLengthOfTorsionCircuit"/>: <paramref name="sectionCutValue"/> > 0, [L].<para/>
/// <see cref="eSectionCutItem.RightOutsideLengthOfTorsionCircuit"/>: <paramref name="sectionCutValue"/> > 0, [L].<para/></param>
public void GetSuperstructureCutSectionValues(string name,
int cutIndex,
eSectionCutItem cutSectionItem,
ref double sectionCutValue)
{
_callCode = _sapModel.BridgeAdvancedSuper.BASConcBox.GetSuperCutSectionValues(name, cutIndex, (int)cutSectionItem, ref sectionCutValue);
if (throwCurrentApiException(_callCode))
{
throw new CSiException(API_DEFAULT_ERROR_CODE);
}
}
public void GetSuperstructureCutSectionValues(string name,
int cutIndex,
eSectionCutItem cutSectionItem,
ref double sectionCutValue)
{
}
