Table of Contents

Class BeamDataEc2

Namespace
IdeaRS.OpenModel.Concrete
Assembly
IdeaRS.OpenModel.dll

Beam data Ec2

public class BeamDataEc2

Inheritance

Inherited Members

Constructors

BeamDataEc2()

constructor

public BeamDataEc2()

Properties

BeamSpanLength

beam span lengrh - theoretical support distance

public double BeamSpanLength { get; set; }

Property Value

double

CheckLimitDeflRheoEffects

true for check of limit deflection for beam span from rheological effects of variable loads

public bool CheckLimitDeflRheoEffects { get; set; }

Property Value

bool

CheckLimitDeflection

indicator for check of limit deflection for beam span

public bool CheckLimitDeflection { get; set; }

Property Value

bool

DeflectionSheme

type of span loads

public TypeDeflectionSheme DeflectionSheme { get; set; }

Property Value

TypeDeflectionSheme

IsAbsValueLimitDeflection

true for absolute user value of limit deflection (both - total + rheological)

public bool IsAbsValueLimitDeflection { get; set; }

Property Value

bool

IsUserLimitDeflection

true for user value of limit deflection (both - total + rheological)

public bool IsUserLimitDeflection { get; set; }

Property Value

bool

IsYDirectionData

true for deflection data in Y direction

public bool IsYDirectionData { get; set; }

Property Value

bool

Ln

Length of beam

public double Ln { get; set; }

Property Value

double

RequiredCamber

required camber

public double RequiredCamber { get; set; }

Property Value

double

TypeOfCalculation

there are several types of calculation

public TypeOfCalculationDeflection TypeOfCalculation { get; set; }

Property Value

TypeOfCalculationDeflection

TypeOfSupportLeft

Type of support on the left side

public TypeOfSupportConditions TypeOfSupportLeft { get; set; }

Property Value

TypeOfSupportConditions

TypeOfSupportRight

Type of support on the right side

public TypeOfSupportConditions TypeOfSupportRight { get; set; }

Property Value

TypeOfSupportConditions

UserLimitDeflRheoEffects

user value of limit deflection from rheological effects of variable loads - denominator - 1 / value

public double UserLimitDeflRheoEffects { get; set; }

Property Value

double

UserLimitDeflection

user value of limit deflection - denominator - 1 / value

public double UserLimitDeflection { get; set; }

Property Value

double

WidthOfSupportLeft

Width of support on the left side

public double WidthOfSupportLeft { get; set; }

Property Value

double

WidthOfSupportRight

Width of support on the right side

public double WidthOfSupportRight { get; set; }

Property Value

double