Enum ListProc

Namespace

FemDesign.Calculate

Assembly

FemDesign.Core.dll

public enum ListProc

Extension Methods

ListProcExtension.IsLoadCase(ListProc)

ListProcExtension.IsLoadCombination(ListProc)

ListProcExtension.IsMaxComb(ListProc)

ListProcExtension.IsMaxLoadGroup(ListProc)

ListProcExtension.IsQuantityEstimation(ListProc)

ObjectExtensions.DeepClone<T>(T)

XmlSerialization.SerializeObjectToXml<T>(T)

XmlSerialization.SerializeObject<T>(T)

Extension.ToXElement<T>(object)

ObjectExtensions.DeepClone(object)

Fields

BarsDisplacementsLoadCase = 19

Load case: Bars, End Displacement

BarsDisplacementsLoadCombination = 48

Load combination: Bars, End Displacement

BarsEndForcesLoadCombination = 49

Load combination: Bars, End forces

BarsInternalForcesLoadCase = 17

Load case: Bars, internal forces

BarsInternalForcesLoadCombination = 44

Load combination: Bars, internal forces

BarsStressesLoadCase = 18

Load case: Bars, stresses

BarsStressesLoadCombination = 47

Load combination: Bars, Stresses

CLTPanelFireUtilizationLoadCombination = 118

CLT Panel: Fire Utilization - Load Combination

CLTPanelFireUtilizationMaxComb = 119

CLT Panel: Fire Utilization - Max of Load Combination

CLTPanelUtilizationLoadCombination = 116

CLT Panel: Utilization - Load Combination

CLTPanelUtilizationMaxComb = 117

CLT Panel: Utilization - Max of Load Combination

CriticalParameters = 88

Critical Parameters (only positive)

EigenFrequencies = 91

Eigen Frequencies: Structural Model

EigenFrequenciesFootFall = 93

Eigen Frequencies: FootFall

EquilibriumLoadCase = 42

Load case: Equilibrium

EquilibriumLoadCombination = 70

Load combination: Equilibrium

FemBar = 2

Fea Bars

FemLineConnection = 5

Line Connection Element

FemLineSupport = 7

Line support Element

FemNode = 1

Fea Nodes

FemPointConnection = 4

Point Connection Element

FemPointSupport = 6

Point support Element

FemShell = 3

Fea Shell

ImperfectionFactors = 90

Imperfection Factors (only positive)

LabelledSectionsInternalForcesLoadCase = 20

Load case: Labelled sections, internal forces

LabelledSectionsInternalForcesLoadCombination = 50

Load combination: Labelled sections, internal forces

LabelledSectionsResultantsLoadCase = 21

Load case: Labelled sections, Resultants

LabelledSectionsResultantsLoadCombination = 51

Load combination: Labelled sections, Resultants

LineConnectionForceLoadCase = 23

Load case: Line connection forces

LineConnectionForceLoadCombination = 54

Load combination: Line connection forces

LineConnectionResultantLoadCase = 24

Load case: Line connection resultants

LineConnectionResultantLoadCombination = 55

Load combination: Line connection resultants

LineSupportReactionsLoadCase = 26

Load case: Line support group, Reactions

LineSupportReactionsLoadCombination = 56

Load combination: Line support group, Reactions

LineSupportResultantsLoadCase = 27

Load case: Line support group, Resultants

LineSupportResultantsLoadCombination = 57

Load combination: Line support group, Resultants

NodalAcceleration = 95

Nodal Acceleration: FootFall

NodalBucklingShape = 89

Nodal Buckling Shapes: Structural Model

NodalDisplacementMaxOfLoadCombinationMax = 71

NodalDisplacementMaxOfLoadCombinationMin = 72

NodalDisplacementsLoadCase = 16

Load case: Nodal displacements

NodalDisplacementsLoadCombination = 43

Load combination: Nodal displacements

NodalResponseFactor = 94

Nodal Response Factor: FootFall

NodalVibrationShape = 92

Eigen Frequencies: Structural Model

OrthotropicPanelUtilizationLoadCombination = 120

Orthotropic Panel: Utilization - Load Combination

OrthotropicPanelUtilizationMaxComb = 121

Orthotropic Panel: Utilization - Max of Load Combination

PointConnectionForceLoadCase = 22

Load case: Point connection forces

PointConnectionForceLoadCombination = 53

Load combination: Point connection forces

PointSupportReactionsLoadCase = 25

Load case: Point support group, Reactions

PointSupportReactionsLoadCombination = 52

Load combination: Point support group, Reactions

PointSupportReactionsMaxOfLoadCombinationMax = 73

PointSupportReactionsMaxOfLoadCombinationMin = 74

PointSupportReactionsMaxOfLoadCombinationMinMax = 75

QuantityEstimationConcrete = 8

Quantity estimation, Concrete

QuantityEstimationGeneral = 14

Quantity estimation, General

QuantityEstimationMasonry = 13

Quantity estimation, Masonry

QuantityEstimationProfiledPanel = 15

Quantity estimation, Profiled panel

QuantityEstimationReinforcement = 9

Quantity estimation, Reinforcement

QuantityEstimationSteel = 10

Quantity estimation, Steel

QuantityEstimationTimber = 11

Quantity estimation, Timber

QuantityEstimationTimberPanel = 12

Quantity estimation, Timber panel

RCDesignBarUtilizationLoadCombination = 110

RC design: Bar, Utilization.

RCDesignBarUtilizationMaxComb = 111

RC design: Bar, Utilization, max of combinations.

RCDesignBarUtilizationMaxLoadGroup = 112

RC design: Bar, Utilization, max of load groups.

RCDesignShellCrackWidthLoadCombination = 101

RC design: Shell, Crack width

RCDesignShellCrackWidthMaxComb = 97

RC design: Shell, Crack width

RCDesignShellDesignForcesLoadCombination = 102

RC design: Shell, Design Forces.

RCDesignShellRequiredReinforcementLoadCombination = 103

RC design: Shell, Required Reinforcement.

RCDesignShellShearCapacityLoadCombination = 107

RC design: Shell, Shear Capacity, load combination.

RCDesignShellShearCapacityMaxComb = 108

RC design: Shell, Shear Capacity, max of combinations.

RCDesignShellShearCapacityMaxLoadGroup = 109

RC design: Shell, Shear Capacity, max of load groups.

RCDesignShellShearUtilizationLoadCombination = 104

RC design: Shell, Shear Utilization, load combination.

RCDesignShellShearUtilizationMaxComb = 105

RC design: Shell, Shear Utilization, max of combinations.

RCDesignShellShearUtilizationMaxLoadGroup = 106

RC design: Shell, Shear Utilization, max of load groups.

RCDesignShellUtilizationLoadCombination = 98

RC design: Shell, Utilization.

RCDesignShellUtilizationMaxComb = 99

RC design: Shell, Utilization

RCDesignShellUtilizationMaxLoadGroup = 100

RC design: Shell, Utilization

SectionProperties = 0

Section properties

ShellDerivedForceExtractLoadCase = 35

Load case: Shells, Derived Forces (Extract)

ShellDerivedForceExtractLoadCombination = 46

Load combination: Shells, Derived Forces (Extract)

ShellDerivedForceLoadCase = 34

Load case: Shells, Derived Forces

ShellDerivedForceLoadCombination = 45

Load combination: Shells, Derived Forces

ShellDerivedForceMaxOfLoadCombinationMax = 86

ShellDerivedForceMaxOfLoadCombinationMin = 87

ShellDisplacementExtractLoadCase = 31

Load case: Shells, Displacements (Extract)

ShellDisplacementExtractLoadCombination = 61

Load combination: Shells, Displacements (Extract)

ShellDisplacementLoadCase = 30

Load case: Shells, Displacements

ShellDisplacementLoadCombination = 60

Load combination: Shells, Displacements

ShellDisplacementMaxOfLoadCombinationMax = 76

ShellDisplacementMaxOfLoadCombinationMin = 77

ShellInternalForceExtractLoadCase = 33

Load case: Shells, Internal Forces (Extract)

ShellInternalForceExtractLoadCombination = 63

Load combination: Shells, Internal Forces (Extract)

ShellInternalForceLoadCase = 32

Load case: Shells, Internal Forces

ShellInternalForceLoadCombination = 62

Load combination: Shells, Internal Forces

ShellInternalForceMaxOfLoadCombinationMax = 78

ShellInternalForceMaxOfLoadCombinationMin = 79

ShellStressesBottomExtractLoadCase = 41

Load case: Shells, Stresses Bottom Side (Extract)

ShellStressesBottomExtractLoadCombination = 69

Load combination: Shells, Stresses Bottom Side (Extract)

ShellStressesBottomLoadCase = 40

Load case: Shells, Stresses Bottom Side

ShellStressesBottomLoadCombination = 68

Load combination: Shells, Stresses Bottom Side

ShellStressesBottomMaxOfLoadCombinationMax = 84

ShellStressesBottomMaxOfLoadCombinationMin = 85

ShellStressesMembraneExtractLoadCase = 39

Load case: Shells, Stresses Mid Axis (Extract)

ShellStressesMembraneExtractLoadCombination = 67

Load combination: Shells, Stresses Mid Axis (Extract)

ShellStressesMembraneLoadCase = 38

Load case: Shells, Stresses Mid Axis

ShellStressesMembraneLoadCombination = 66

Load combination: Shells, Stresses Mid Axis

ShellStressesMembraneMaxOfLoadCombinationMax = 82

ShellStressesMembraneMaxOfLoadCombinationMin = 83

ShellStressesTopExtractLoadCase = 37

Load case: Shells, Stresses Top Side (Extract)

ShellStressesTopExtractLoadCombination = 65

Load combination: Shells, Stresses Top Side (Extract)

ShellStressesTopLoadCase = 36

Load case: Shells, Stresses Top Side

ShellStressesTopLoadCombination = 64

Load combination: Shells, Stresses Top Side

ShellStressesTopMaxOfLoadCombinationMax = 80

ShellStressesTopMaxOfLoadCombinationMin = 81

SteelDesignBarUtilizationLoadCombination = 96

Steel design: Bar, Utilisation

SurfaceSupportReactionsLoadCase = 28

Load case: Surface support, Reactions

SurfaceSupportReactionsLoadCombination = 58

Load combination: Surface support, Reactions

SurfaceSupportResultantsLoadCase = 29

Load case: Surface support, Resultants

SurfaceSupportResultantsLoadCombination = 59

Load combination: Surface support, Resultants

TimberBarUtilizationLoadCombination = 113

Timber: Utilization - Load Combination

TimberBarUtilizationMaxComb = 114

Timber: Utilization - max of combinations.

TimberBarUtilizationMaxLoadGroup = 115

Timber: Utilization - max of load groups.