Class CombItem
fdscript.xsd ANALCOMBITEM
public class CombItem
- Inheritance
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CombItem
- Inherited Members
- Extension Methods
Constructors
CombItem(int, int, bool, bool, bool, bool, bool, int, double, int)
Load combination-specific settings for calculations.
public CombItem(int impfRqd = 0, int stabReq = 0, bool NLE = true, bool PL = true, bool NLS = false, bool Cr = false, bool f2nd = false, int Im = 0, double amplitude = 0, int waterlevel = 0)
Parameters
impfRqdintRequired imperfection shapes.
stabReqintRequired buckling shapes for stability analysis.
NLEboolConsider elastic nonlinear behaviour of structural elements.
PLboolConsider plastic behaviour of structural elements.
NLSboolConsider nonlinear behaviour of soil.
CrboolCracked section analysis. Note that Cr only executes properly in RCDesign with DesignCheck set to true.
f2ndbool2nd order analysis.
ImintImperfection shape for 2nd order analysis.
amplitudedoubleAmplitude of selected imperfection shape.
waterlevelintGround water level.
CombItem(string, int, int, bool, bool, bool, bool, bool, int, double, int)
Load combination-specific settings for calculations.
public CombItem(string combName, int impfRqd = 0, int stabReq = 0, bool NLE = true, bool PL = true, bool NLS = false, bool Cr = false, bool f2nd = false, int Im = 0, double amplitude = 0, int waterlevel = 0)
Parameters
combNamestringLoad combination name.
impfRqdintRequired imperfection shapes.
stabReqintRequired buckling shapes for stability analysis.
NLEboolConsider elastic nonlinear behaviour of structural elements.
PLboolConsider plastic behaviour of structural elements.
NLSboolConsider nonlinear behaviour of soil.
CrboolCracked section analysis. Note that Cr only executes properly in RCDesign with DesignCheck set to true.
f2ndbool2nd order analysis.
ImintImperfection shape for 2nd order analysis.
amplitudedoubleAmplitude of selected imperfection shape.
waterlevelintGround water level.
Properties
Amplitude
public double Amplitude { get; set; }
Property Value
Calc
Calculate load combination (linear analysis).
public bool Calc { get; set; }
Property Value
CombName
public string CombName { get; set; }
Property Value
Cr
Cracked section analysis. If true, 'PL' must be false. Note that Cr only executes properly in RCDesign with DesignCheck set to true.
public bool Cr { get; set; }
Property Value
Im
public int Im { get; set; }
Property Value
ImpfRqd
public int ImpfRqd { get; set; }
Property Value
NLE
Consider elastic nonlinear behaviour of structural elements. If false, 'NLE' must be false.
public bool NLE { get; set; }
Property Value
NLS
Consider nonlinear behaviour of soil.
public bool NLS { get; set; }
Property Value
PL
Consider plastic behaviour of structural elements. If true, 'NLE' must be true.
public bool PL { get; set; }
Property Value
StabRqd
public int StabRqd { get; set; }
Property Value
Waterlevel
public int Waterlevel { get; set; }
Property Value
_calc
public int _calc { get; set; }
Property Value
_cr
public int _cr { get; set; }
Property Value
_f2nd
public int _f2nd { get; set; }
Property Value
_nle
public int _nle { get; set; }
Property Value
_nls
public int _nls { get; set; }
Property Value
_pl
public int _pl { get; set; }
Property Value
f2nd
2nd order analysis. If true, 'PL' must be false.
public bool f2nd { get; set; }
Property Value
Methods
Default()
public static CombItem Default()
Returns
Imperfection(int)
public static CombItem Imperfection(int impfRqd)
Parameters
impfRqdint
Returns
NonLinear(bool)
public static CombItem NonLinear(bool plastic = true)
Parameters
plasticbool
Returns
Stability(int)
public static CombItem Stability(int stabReq)
Parameters
stabReqint