Table of Contents

Class ConnectionSetup

Namespace
IdeaRS.OpenModel
Assembly
IdeaRS.OpenModel.dll

ConnectionSetup

public class ConnectionSetup

Inheritance

Inherited Members

Constructors

ConnectionSetup()

Constructor

public ConnectionSetup()

Properties

AlphaCC

Long-term effect on fcd

public double AlphaCC { get; set; }

Property Value

double

AnalysisAllGNL

Analysis with All GNL

public bool AnalysisAllGNL { get; set; }

Property Value

bool

AnalysisGNL

Analysis with GNL

public bool AnalysisGNL { get; set; }

Property Value

bool

AnchorLengthForStiffness

Length of anchor to define the anchor stiffness in analysis model, as a multiple of anchor diameter (E A /n * [d])

public int AnchorLengthForStiffness { get; set; }

Property Value

int

ApplyBearingCheck

ApplyBearingCheck

public bool ApplyBearingCheck { get; set; }

Property Value

bool

ApplyBetapInfluence

Apply βp influence in bolt shear resistance. ΕΝ 1993-1-8 chapter 3.6.1 (12)

public bool ApplyBetapInfluence { get; set; }

Property Value

bool

ApplyConeBreakoutCheck

Apply cone breakout check

public ConeBreakoutCheckType ApplyConeBreakoutCheck { get; set; }

Property Value

ConeBreakoutCheckType

BaseMetalCapacity

BaseMetalCapacity

public bool BaseMetalCapacity { get; set; }

Property Value

bool

BearingAngle

Load distribution angle of concrete block in calculation of factor Kj

public double BearingAngle { get; set; }

Property Value

double

BearingCheck

Apply bearing check including αb

public bool BearingCheck { get; set; }

Property Value

bool

BoltMaxGripLengthCoeff

Max value of bolt grip

public double BoltMaxGripLengthCoeff { get; set; }

Property Value

double

BracedSystem

Consider the frame system as braced for stiffness calculation. Braced system reduces horizontal displacements.

public bool BracedSystem { get; set; }

Property Value

bool

CheckDetailing

Perform check of bolt positions

public bool CheckDetailing { get; set; }

Property Value

bool

ConcreteSetup Deprecated

Concrete setup

[Obsolete]
public ConcreteSetup ConcreteSetup { get; set; }

Property Value

ConcreteSetup

CondensedElementLengthFactor

Condensed element length factor (CEF). Condensed beam legth = maxCssSize * CEF

public double CondensedElementLengthFactor { get; set; }

Property Value

double

CrackedConcrete

True if cracked concrete is considered

public bool CrackedConcrete { get; set; }

Property Value

bool

CrtCompCheckIS

Crt check type

public CrtCompCheckIS CrtCompCheckIS { get; set; }

Property Value

CrtCompCheckIS

DecreasingFtrd

Decreasing Ftrd of anchors. Worse quality influence

public double DecreasingFtrd { get; set; }

Property Value

double

DeformationBoltHole

True if bolt hole deformation is considered

public bool DeformationBoltHole { get; set; }

Property Value

bool

DevelopedFillers

True if developed fillers is considered

public bool DevelopedFillers { get; set; }

Property Value

bool

DistanceBetweenBolts

Limit distance between bolts as a multiple of bolt diameter

public double DistanceBetweenBolts { get; set; }

Property Value

double

DistanceBetweenBoltsEdge

Limit distance between bolt and plate edge as a multiple of bolt diameter

public double DistanceBetweenBoltsEdge { get; set; }

Property Value

double

DistanceDiameterBetweenBP

Anchor pitch

public double DistanceDiameterBetweenBP { get; set; }

Property Value

double

DivisionOfArcsOfRHS

Number of straight lines to substitute corner arc of rectangular tubes in analysis model

public int DivisionOfArcsOfRHS { get; set; }

Property Value

int

DivisionOfSurfaceOfCHS

Number of straight lines to substitute circle of circular tube in analysis model

public int DivisionOfSurfaceOfCHS { get; set; }

Property Value

int

EffectiveAreaStressCoeff

Effective area is taken from intersection of stress area and area of joined items according to EN1993-1-8 art. 6.2.5

public double EffectiveAreaStressCoeff { get; set; }

Property Value

double

EffectiveAreaStressCoeffAISC

Effective area stress coefficient - Concrete loaded area: Stress cut-off is set for AISC

public double EffectiveAreaStressCoeffAISC { get; set; }

Property Value

double

ExtensionLengthRationCloseSections

ExtensionLengthRationCloseSections

public double ExtensionLengthRationCloseSections { get; set; }

Property Value

double

ExtensionLengthRationOpenSections

ExtensionLengthRationOpenSections

public double ExtensionLengthRationOpenSections { get; set; }

Property Value

double

FactorPreloadBolt

FactorPreloadBolt

public double FactorPreloadBolt { get; set; }

Property Value

double

FatigueSectionOffset

Fatigue section Offset = FatigueSectionOffset x Legsize

public double FatigueSectionOffset { get; set; }

Property Value

double

FrictionCoefficient

Coefficient of friction between base plate and concrete block

public double FrictionCoefficient { get; set; }

Property Value

double

FrictionCoefficientPbolt

Friction factor of slip-resistant joint

public double FrictionCoefficientPbolt { get; set; }

Property Value

double

GammaC

Partial safety factor of concrete

public double GammaC { get; set; }

Property Value

double

GammaInst

Partial safety factor of instalation safety

public double GammaInst { get; set; }

Property Value

double

GammaM3

Preloaded bolts safety factor

public double GammaM3 { get; set; }

Property Value

double

GammaMu

Partial safety factor for Horizontal tying

public double GammaMu { get; set; }

Property Value

double

HssLimitPlasticStrain

Limit plastic strain for high strength steel

public double HssLimitPlasticStrain { get; set; }

Property Value

double

JointBetaFactor

Joint coefficient βj - Used for Fjd calculation

public double JointBetaFactor { get; set; }

Property Value

double

LimitDeformation

Limit deformation on closed sections

public double LimitDeformation { get; set; }

Property Value

double

LimitDeformationCheck

Limit deformation on closed sections check or not

public bool LimitDeformationCheck { get; set; }

Property Value

bool

LimitPlasticStrain

Limit of plastic strain used in 2D plate element check

public double LimitPlasticStrain { get; set; }

Property Value

double

MaxSize

Maximal size of generated finite mesh element

public double MaxSize { get; set; }

Property Value

double

Mdiv

Number of iteration steps to evaluate analysis divergence

public int Mdiv { get; set; }

Property Value

int

MemberLengthRatio

A multiple of cross-section height to determine the default length of member

public double MemberLengthRatio { get; set; }

Property Value

double

MinSize

Minimal size of generated finite mesh element

public double MinSize { get; set; }

Property Value

double

NumElement

Ratio of length of decisive plate edge and Elements on edge count determines the average size of mesh element

public int NumElement { get; set; }

Property Value

int

NumElementPlate

Number of mesh elements on plates

public int NumElementPlate { get; set; }

Property Value

int

NumElementRhs

Number of mesh elements in RHS height

public int NumElementRhs { get; set; }

Property Value

int

NumberIterations

More iterations helps to find better solutions in contact elements but increases calculation time

public int NumberIterations { get; set; }

Property Value

int

OptimalCheckLevel

Optimal check level

public double OptimalCheckLevel { get; set; }

Property Value

double

PretensionForceFpc

Pretension force fpc = k * fub * As

public double PretensionForceFpc { get; set; }

Property Value

double

RigidBP

True if rigid base plate is considered

public bool RigidBP { get; set; }

Property Value

bool

SteelSetup

Steel Setup

public SteelSetup SteelSetup { get; set; }

Property Value

SteelSetup

StopAtLimitStrain

Stop analysis when the limit strain is reached.

public bool StopAtLimitStrain { get; set; }

Property Value

bool

WarnCheckLevel

Warning check level

public double WarnCheckLevel { get; set; }

Property Value

double

WarnPlasticStrain

Warning plastic strain

public double WarnPlasticStrain { get; set; }

Property Value

double

WeldEvaluationData

Method of evaluation of stress in welds

public WeldEvaluation WeldEvaluationData { get; set; }

Property Value

WeldEvaluation

Methods

InitByCode()

Inicialize by setted code

public void InitByCode()