Table of Contents

Class CombItem

Namespace
FemDesign.Calculate
Assembly
FemDesign.Core.dll

fdscript.xsd ANALCOMBITEM

public class CombItem
Inheritance
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

impfRqd int

Required imperfection shapes.

stabReq int

Required buckling shapes for stability analysis.

NLE bool

Consider elastic nonlinear behaviour of structural elements.

PL bool

Consider plastic behaviour of structural elements.

NLS bool

Consider nonlinear behaviour of soil.

Cr bool

Cracked section analysis. Note that Cr only executes properly in RCDesign with DesignCheck set to true.

f2nd bool

2nd order analysis.

Im int

Imperfection shape for 2nd order analysis.

amplitude double

Amplitude of selected imperfection shape.

waterlevel int

Ground 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

combName string

Load combination name.

impfRqd int

Required imperfection shapes.

stabReq int

Required buckling shapes for stability analysis.

NLE bool

Consider elastic nonlinear behaviour of structural elements.

PL bool

Consider plastic behaviour of structural elements.

NLS bool

Consider nonlinear behaviour of soil.

Cr bool

Cracked section analysis. Note that Cr only executes properly in RCDesign with DesignCheck set to true.

f2nd bool

2nd order analysis.

Im int

Imperfection shape for 2nd order analysis.

amplitude double

Amplitude of selected imperfection shape.

waterlevel int

Ground water level.

Properties

Amplitude

public double Amplitude { get; set; }

Property Value

double

Calc

Calculate load combination (linear analysis).

public bool Calc { get; set; }

Property Value

bool

CombName

public string CombName { get; set; }

Property Value

string

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

bool

Im

public int Im { get; set; }

Property Value

int

ImpfRqd

public int ImpfRqd { get; set; }

Property Value

int

NLE

Consider elastic nonlinear behaviour of structural elements. If false, 'NLE' must be false.

public bool NLE { get; set; }

Property Value

bool

NLS

Consider nonlinear behaviour of soil.

public bool NLS { get; set; }

Property Value

bool

PL

Consider plastic behaviour of structural elements. If true, 'NLE' must be true.

public bool PL { get; set; }

Property Value

bool

StabRqd

public int StabRqd { get; set; }

Property Value

int

Waterlevel

public int Waterlevel { get; set; }

Property Value

int

_calc

public int _calc { get; set; }

Property Value

int

_cr

public int _cr { get; set; }

Property Value

int

_f2nd

public int _f2nd { get; set; }

Property Value

int

_nle

public int _nle { get; set; }

Property Value

int

_nls

public int _nls { get; set; }

Property Value

int

_pl

public int _pl { get; set; }

Property Value

int

f2nd

2nd order analysis. If true, 'PL' must be false.

public bool f2nd { get; set; }

Property Value

bool

Methods

Default()

public static CombItem Default()

Returns

CombItem

Imperfection(int)

public static CombItem Imperfection(int impfRqd)

Parameters

impfRqd int

Returns

CombItem

NonLinear(bool)

public static CombItem NonLinear(bool plastic = true)

Parameters

plastic bool

Returns

CombItem

Stability(int)

public static CombItem Stability(int stabReq)

Parameters

stabReq int

Returns

CombItem