/// <summary>
/// Set BucklingData on a Concrete bar-element.
/// </summary>
/// <remarks>Action</remarks>
/// <param name="bar">Bar. Concrete bar-element.</param>
/// <param name="flexuralStiff">BucklingLength definition in Flexural Stiff direction.</param>
/// <param name="flexuralWeak">BucklingLength definition in Flexural Weak direction.</param>
/// <returns></returns>
public static Bar SetOnConcreteBar(Bar bar, BucklingLength flexuralStiff, BucklingLength flexuralWeak)
{
// assert input
if (bar.BarPart.ComplexMaterialObj.Concrete == null)
{
throw new System.ArgumentException("Material of bar element must be concrete!");
}
if (flexuralStiff.Type != BucklingType.FlexuralStiff)
{
throw new System.ArgumentException("flexuralStiff is not of type FlexuralStiff!");
}
if (flexuralWeak.Type != BucklingType.FlexuralWeak)
{
throw new System.ArgumentException("flexuralWeak is not of type FlexuralWeak!");
}
// add input
BucklingData bucklingData = new BucklingData();
bucklingData.BucklingLength.Add(flexuralStiff);
bucklingData.BucklingLength.Add(flexuralWeak);
bar.BarPart.BucklingData = bucklingData;
return(bar);
}
/// <summary>
/// Set BucklingData on a Steel bar-element.
/// </summary>
/// <remarks>Action</remarks>
/// <param name="bar">Bar. Steel bar-element.</param>
/// <param name="flexuralStiff">BucklingLength definition in Flexural Stiff direction.</param>
/// <param name="flexuralWeak">BucklingLength definition in Flexural Weak direction.</param>
/// <param name="pressuredFlange">BucklingLength definition for Pressured Flange.</param>
/// <param name="pressuredBottomFlange">BucklingLength definition for Pressured Bottom Flange.</param>
/// <returns></returns>
public static Bar SetOnSteelBar(Bar bar, BucklingLength flexuralStiff, BucklingLength flexuralWeak, BucklingLength pressuredFlange, BucklingLength pressuredBottomFlange)
{
// assert input
if (bar.BarPart.ComplexMaterialObj.Steel == null)
{
throw new System.ArgumentException("Material of bar element must be steel!");
}
if (flexuralStiff.Type != BucklingType.FlexuralStiff)
{
throw new System.ArgumentException("flexuralStiff is not of type FlexuralStiff!");
}
if (flexuralWeak.Type != BucklingType.FlexuralWeak)
{
throw new System.ArgumentException("flexuralWeak is not of type FlexuralWeak!");
}
if (pressuredFlange.Type != BucklingType.PressuredTopFlange)
{
throw new System.ArgumentException("pressuredFlange is not of type PressuredFlange!");
}
if (pressuredBottomFlange.Type != BucklingType.PressuredBottomFlange)
{
throw new System.ArgumentException("pressuredBottomFlange is not of type PressuredBottomFlange!");
}
// add input
BucklingData bucklingData = new BucklingData();
bucklingData.BucklingLength.Add(flexuralStiff);
bucklingData.BucklingLength.Add(flexuralWeak);
bucklingData.BucklingLength.Add(pressuredFlange);
bucklingData.BucklingLength.Add(pressuredBottomFlange);
bar.BarPart.BucklingData = bucklingData;
return(bar);
}
/// <summary>
/// Set BucklingData on a Timber bar-element.
/// </summary>
/// <remarks>Action</remarks>
/// <param name="bar">Bar. Timber bar-element.</param>
/// <param name="flexuralStiff">BucklingLength definition in Flexural Stiff direction.</param>
/// <param name="flexuralWeak">BucklingLength definition in Flexural Weak direction.</param>
/// <param name="lateralTorsional">BucklingLength definition for Lateral Torsional Buckling.</param>
/// <returns></returns>
public static Bar SetOnTimberBar(Bar bar, BucklingLength flexuralStiff, BucklingLength flexuralWeak, BucklingLength lateralTorsional)
{
// assert input
if (bar.BarPart.ComplexMaterialObj.Timber == null)
{
throw new System.ArgumentException("Material of bar element must be timber!");
}
if (flexuralStiff.Type != BucklingType.FlexuralStiff)
{
throw new System.ArgumentException("flexuralStiff is not of type FlexuralStiff!");
}
if (flexuralWeak.Type != BucklingType.FlexuralWeak)
{
throw new System.ArgumentException("flexuralWeak is not of type FlexuralWeak!");
}
if (lateralTorsional.Type != BucklingType.LateralTorsional)
{
throw new System.ArgumentException("lateralTorsional is not of type LateralTorsional!");
}
// add input.
BucklingData bucklingData = new BucklingData();
bucklingData.BucklingLength.Add(flexuralStiff);
bucklingData.BucklingLength.Add(flexuralWeak);
bucklingData.BucklingLength.Add(lateralTorsional);
bar.BarPart.BucklingData = bucklingData;
return(bar);
}
