StructuralLoadCombination

StructuralModelAnalysis

StructuralCrossSection

StructuralPointReaction

StructuralSurfaceAction

StructuralLoadGroup

StructuralSurfaceResult

StructuralPointConnection

StructuralCode

StructuralCurveMember

StructuralPointSupport

StructuralCurveResult

StructuralUnit

StructuralLineSupport

StructuralMaterial

StructuralLoadCase

StructuralModelDrift

StructuralModel

StructuralSteelDesign

StructuralSurfaceMember

StructuralReinforcement

StructuralPointAction

StructuralCurveAction

StructuralAreaSupport

StructuralStorey

MomentMinorEnd

TorsionBottom

To capture perimeter load applied to whole storey (option in TSD)

LoadValueGeneral

To capture line load applied on surface member with reference to node (option in TSD)

OffsetStartX

MomentMinorStart

ShearMinorMiddle

MomentMinorMiddle

Applicable for slab/pilecap/footing element only

MomentYMiddle

Reduction modifier for element stiffness for weight

StiffnessModifierWeight

LoadGroupName

Design code for Wind Action used (only applicable if loadtype = wind)

WindActionCode

Value of Orography Factor used (only applicable if loadtype = wind)

OrographyFactor

Input is required if IfSymmetrical is True, to be left empty if IfSymmetrical is False. Parameter WidthMain and BreadthMain capures total rebar quantity/area from both sides in the section.

Location

ShearMinorEnd

End release of the shear Minor direction degree of freedom at element end.

EndFixityShearMinorEnd

Currently Only support Metric related units

Unit

TorsionMin

Member

Name

First 10 natural vibration period of the building.

ModalPeriod

SwayInMinor

To capture polygon loads applied on loacalized area on surface member (Option in TSD)

PolygonLoadPoints

Distance away for Load Away from the Begin Node of the Element

Distance

Reduction modifier for element plate bending along local y-y

StiffnessModifierMyy

Optional Description for the model bu user input.

Description

Spring stiffness in local translational X direction

uxStiffness 

Reduction modifier for element plate twisting

StiffnessModifierMxy

Fixity of the support in rotaion about Z axis

ShearMajorMiddle

Approximation of the ratio of seismic forces

BehaviorFactorQ

TorsionMiddle

Reaction of moment about global Z direction

ReactionZZ

A globally unique identifier GUID used in IFC

IFCGUID

Storey

Defines the design code for Seismic Action used (only applicable if AnalysisType=Response Spectrum)

SeismicActionCode

Reduction modifier for element in plane stiffness x-y

StiffnessModifierFxy

Spring stiffness in rotation about X axis

fixStiffness

NationalAnnex

Reduction modifier for element stiffness for mass

StiffnessModifierMass

MomentXSupport2

UnitWeight

LowerBoundFactorBeta

CoordinateX

Max inter storey drift in global X direction

MaxInterStoreyDriftX

Direction (Represented as a vector) of Y Axis with respect to Global Axis

LocalAxisY

ReactionZ

Typology

Shape

Node

AnalysisType

Definition of XYZ direction used in global coordinate system. Follow Right Hand Rule, Z is pointing to vertical direction upwards

GlobalCoordinateSystem

Value of ground acceleration (only applicable if load type = Seismic/SeismicElf)

GroundAccelaration

LateralRestrain

TorsionEnd

Applied Load Based on the Beginning Side of the Applied Load

LoadValue

ID Of Force (Unique, if Any. If doesnt exist, can be same as Name)

The percentage of structural mass of the model participating in a given X direction and mode

ModalMassParticipatingRatioX

Deflection limitation for superimposed dead load and live load.

DeflectionLimitSDLnLL

AxialTop

LeewardCoefficient

The Referenced Load Group Name where the load is applied to

LoadGroup

LengthEffectiveMinor

LoadType

MassSourceLoadName

PileLocation

Multiplier

MomentMajorStart

MomentMajorMin

Value of Structural Factor used (only applicable if loadtype = wind)

StructuralFactor

Storey vertical reaction in global Y direction, for different load combinations

StoreyVerticalReaction

UtilizationBendingMajor

MomentMinorMax

The partial factor for resistance of members to instability for Eurocode 3-2005.

GammaM1

GammaS

PierLabel

Tension in +ve value; Compression in -ve value

AxialBottom

Reaction of moment about global X direction

ReactionXX

Optional user defined description for the code name.

End release of the Moment Minor direction degree of freedom at element end.

EndFixityMomentMinorEnd

Cover

Spring stiffness in rotation about Z axis

fizStiffness

Physical Model Offset From Analytical Element's Local Axis in X Direction

BeginNodeXOffset

ShearMajorMin

Location of rebar placement in respect to the element

The Referenced Load Case Name where the load is applied to

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