Structs

AssemblyDriftIndexResult

double Position
string Storey
double X
double Y
double XY

AssemblyDriftResult

double Position
string Storey
double X
double Y
double XY

AssemblyResult

double Position
string Storey
Double6 Values

DerivedStressResult1d

double ElasticShearStressSEy
double ElasticShearStressSEz
double TorsionalStressSt
double VonMisesStress

EntityDisplayMethod

DisplayMethodFor1d For1d
DisplayMethodFor2d For2d
DisplayMethodFor3d For3d

EntityList

string Name
EntityType Type
string Definition

NodeFootfallResult

double MaximumResponseFactor
double PeakVelocity
double RmsVelocity
double PeakAcceleration
double RmsAcceleration
int CriticalNode
double CriticalFrequency

PressureEquation

string Expression
int Axis
StressUnit PressureUnits
LengthUnit LengthUnits
AngleUnit AngleUnits
bool IsUniform

SteelDesignEffectiveLength

double MemberLength
ReadOnlyCollection<SubSpan> MajorAxisSubSpans
ReadOnlyCollection<SubSpan> MinorAxisSubSpans
ReadOnlyCollection<SubSpan> LateralTorsionalSubSpans

SteelDesignResult

SteelUtilisationResult Utilisation
SteelDesignEffectiveLength EffectiveLength

SteelUtilisationResult

double Overall
double LocalCombined
double BucklingCombined
double LocalAxial
double LocalSu
double LocalSv
double LocalTorsion
double LocalMuu
double LocalMvv
double BucklingUu
double BucklingVv
double BucklingLT
double BucklingTor
double BucklingFT
double Governing

StressResult1d

double AxialStressA
double ShearStressSy
double ShearStressSz
double BendingStressByPositiveZ
double BendingStressByNegativeZ
double BendingStressBzPositiveY
double BendingStressBzNegativeY
double CombinedStressC1
double CombinedStressC2

SubSpan

double StartPosition
double EndPosition
double EffectiveLength
double SlendernessRatio
ReadOnlyCollection<int> ElementIds