MIDAS CIVIL NX 2025 Online Manual
ProjectInformation
Preference
ProjectStatus
UnitSystem
StructureType
Group
Structure Group
Boundary Group
Load Group
Tendon Group
Change
Change Boundary Group
Change Load Group
Bill ofMaterial
View
Initial View
Previous View
Redraw
ViewPoint
Pan
Zoom
Rotate
Named
Named View
Named Plane
Capture
Capture Option
View Optionsfor C.S.
Display
Display Option
Hidden
Shrink
Perspective
Transparency
Rendering Option
Active
All
Select
Unselect
Grids
Define Grid
Snap
Window
New Window
Close
Close All
Next
Previous
Tile
Cascade
Tile Horizontally
Tile Vertically
GCS/UCS
DefineUCS
FullScreen
BaseStructures
Beam
Column
Arch
Frame
Truss
Plate
Shell
RC SlabBridge
R.C Slab Bridge Wizard
R.C Slab Bridge Wizard - Longitudinal
R.C Slab Bridge Wizard - Transverse
R.C Slab Bridge Wizard - Loads
RCFrame/Box
R.C Frame/Box Wizard
R.C Frame/Box Wizard - Longitudinal
R.C Frame/Box Wizard - Transverse
R.C Frame/Box Wizard - Loads
Rahmen/CulvertAuto Generation
Rahmen/Culvert Auto Generation Wizard
Rahmen/Culvert Auto Generation Wizard - 모델
Rahmen/Culvert Auto Generation Wizard - 경계조건
Rahmen/Culvert Auto Generation Wizard - 하중
Rahmen/Culvert Auto Generation Wizard - 해석/보고서
PSC BoxBridge
FCM Bridge Wizard
FCM Bridge Wizard - Model
FCM Bridge Wizard - Section
FCM Bridge Wizard - Tendon
FCM Bridge Wizard - Group generated
MSS Bridge Wizard
MSS Bridge Wizard - Model
MSS Bridge Wizard - Section
MSS Bridge Wizard - Tendon
MSS Bridge Wizard - Group generated
FSM Bridge Wizard
FSM Bridge Wizard - Model
FSM Bridge Wizard - Section
FSM Bridge Wizard - Tendon
FSM Bridge Wizard - Group generated
ILM Bridge Wizard - Model
ILM Bridge Wizard - Top Bottom Tendon
ILM Bridge Wizard - Web Tendon
ILM Bridge Stage Wizard
Transverse Analysis Model Wizard
Transverse Analysis Model Wizard - Model
Transverse Analysis Model Wizard - Load
Transverse Analysis Model Wizard - Tendon & Reinforcement
Grillage Model Wizard - Layout
Grillage Model Wizard - Span
Grillage Model Wizard - Section
Grillage Model Wizard - Transverse
Grillage Model Wizard - Load
Grillage Model Wizard - Tendon
Grillage Model Wizard - Reinforcement
PSC BridgeOption
PSC Bridge - Span Information
PSC Bridge - Section & reinforcement
PSC Bridge - Effective Width
PSC Bridge - Tendon Template
PrestressedComposite Bridge
Prestressed Composite Bridge Wizard - Layout
Prestressed Composite Bridge Wizard - Section
Prestressed Composite Bridge Wizard - Tendon
Prestressed Composite Bridge Wizard - Loads
Prestressed Composite Bridge Wizard - Construction
Steel CompositeBridge
Steel Composite Girder Bridge Wizard
Steel Composite Girder Bridge Wizard - Layout
Steel Composite Girder Bridge Wizard - Section
Steel Composite Girder Bridge Wizard - Load
Steel Composite Girder Bridge Wizard - Construction Stage
CompositeOption
Span Information
Effective Width
Steel GirderOption
CableBridge
Suspension Bridge
Suspension Bridge Form-Finding
Cable Stayed Bridge
RSI TrackAnalysis Model
RSI Track Analysis Model
RSI Track Analysis Model - Layout
RSI Track Analysis Model - Section
RSI Track Analysis Model - Boundary
RSI Track Analysis Model - Load
RSI Track Analysis Model - Wizard Option
RSI Track Analysis Model - Report
Create
Create Node
Create Element
Translate
Translate Node
Translate Element
Divde
Divde Node
Divde Element
Merge
Merge Node
Merge Element
Delete
Delete Node
Delete Element
Rotate Node
Rotate Element
Mirror
Mirror Node
Mirror Element
Numbering
Node Numbering
Element Numbering
Renumbering
Node Renumbering
Element Renumbering
Compact
Node Compact
Element Compact
EditNodes
Project Nodes
Scale Nodes
NodeLocal Axis
NodeTable
Node Table
Node Detail Table
Node Local Axis Table
EditElements
Extrude
Intersect
AdvancedCreate
Line Elements on Curve
Eccentric Elements
ConvertedLine Elements
DuplicateElements
Display FreeEdge/Face
Display Free Edge
Display Free Face
Check ElementLocal Axis
ChangeParameters
ElementTable
Element Table
Element Detail Table
Element Weight Table
Auto-mesh
Map-mesh
Domain
Define Domain
Define Sub-Domain
DynamicQuery
QueryNodes
QueryElements
MaterialProperties
TimeDependent
User Define
Creep/Shrinkage
Comp. Strength
ChangeProperty
MaterialLink
PlasticMaterial
SectionProperties
Section Properties-Common
Section Properties-DB/USER
Section Properties-Value
Section Properties-SRC
Section Properties-Combined
Section Properties-PSC
Section Properties-Tapered
Section Properties-Composite
Section Properties-Steel Girder
Thickness
TaperedGroup
SectionManager
Stiffness
Reinforcements
Stress Points
Element Stiffness Scale Factor
Plate Stiffness Scale Factor
Section for Resultant Force
EffectiveWidth
Inel. ControlData
Inelastic Properties Control Data
Select Inelastic Hinge Result Output(Element)
Select Inelastic Hinge Result Output(General Link)
InelaticHinge
Inelastic Hinge Properties
Assign Inelastic Hinge Properties
InelasticMaterail
Inelastic Material Properties
Fiber Division of Section
GroupDamping
Group Damping : Element Mass & Stiffness Proportional
Group Damping : Strain Energy Proportional
PropertyTables
Material Table
Section Table
Thickness Table
Change Element Dependent Material Property Table
Inelastic Hinge Property Table
Effective Width Scale Factor
DefineSupports
PointSprings
GeneralSprings
Define General Spring Type
General Spring Supports
SurfaceSpring
ElasticLink
RigidLink
GeneralLink
General Link Properties
General Link
Change General Link Property
Beam EndRelease
Beam EndOffsets
Plate EndRelease
Forces-DeformationFunction
SoilSpring
Rail-TrackInteraction
Rail-Track Interaction Function
Rail-Track Interaction Elnk Type
SeismicDevice
Viscous Damper/Oil Damper
Viscouselastic Damper
Steel Damper
Hysteretic Isolator(MSS)
Isolator(MSS)
Seismic Control Device DB Manager
LinearConstraints
Panel ZoneEffects
DefineLabel Dir.
BoundaryTables
Support Table
Point Spring Support Table
General Spring Supports Table
Surface Spring Supports Table
Elastic Link Table
General Link Table
Change General Link Property Table
Beam End Release Table
Beam End Offsets Table
Plate End Release Table
Rigid Link Table
MainControl Data
P-Delta
Buckling
Eigenvalue
Heat ofHydration
MovingLoad
Settlement
Nonlinear
ConstructionStage
Boundary ChangeAssignment
PerformAnalysis
AnalysisOptions
Analysis Options
Batch Analysis
Restart CS Analysis
ImportAnalysis Result
GlobalControl
Pushover Global Control
Ignore Elements for NL. Analysis Initial Load
LoadCase
HingeProperties
Define Pushover Hinge Properties
Assign Pushover Hinge Properties
Perform Pushover Analysis(All)
Perform Pushover Analysis(Select)
PushoverCurve
Hinge StatusResult
PushoverGraph
PushoverSmart Graph
Element Force Graph
General Link Graph
Elastic Link Graph
Pushover Hinge Graph
Reactions
Reaction Forces/Moments
Search Reaction Forces/Moments
Deformations
Deformed Shape
Displacement Contour
Search Displacements
Forces
Truss Forces
Beam Forces/Moments
Beam Diagrams
Plate Forces/Moments
Plate Cutting Line Diagram
Stresses
Truss Stresses
Beam Stresses
Beam Stresses Diagrams
Beam Stresses(PSC)
Plane-Stress/Plate Stresses
Plain Strain Stresses
Axisymmetric Stresses
Solid Stresses
PushoverHinge
ResultTables
Yield Step Table
Shear Yield Element Table
Beam Summary Table
Truss summary Table
GL-Link Summary Table
Spring Support Summary Table
Force Table
Deformation Table
Plastic Deformation Table
Ductility Factor(D/D1) Table
Ductility Factor(D/D2) Table
Chord Rotation Check Table
PushoverText
MCT CommandShell
Unit MemberDesign
General SectionDesigner
Sectional PropertyCalculator
Tendon ProfileGenerator
SmartReport
Generator
Image
Auto Generation
SeismicData
Seismic Data Generator
Artificial Earthquake
Site Response Analysis
Earthquake Scaling
Meta FileConverter
Text Editor
Graphic Editor
APISettings
Connect
Plug-in
Static Loads
Temperature
Prestress
Moving Load
Dynamic Loads
Construction Stage
Heat of Hydration
Misc.
Static LoadCases
Using LoadCombinations
SelfWeight
NodalLoads
BeamLoads
Element Beam Loads
Line Beam Loads
Typical Beam Loads
SpecifiedDispl.
Masses
Nodal Masses
Load to Masses
NodalBody Force
PressureLoads
Define Pressure Load Type
Assign Pressure Loads
HydrostaticsPressure
Assign PlaneLoads
Define Plane Load Type
Assign Plane Loads
EarthPressure
Parameter of Seismic Loads
Parameter of Soil Properties
Seismic Earth Pressure
Assign FloorLoads
Define Floor Load Type
Assign Floor Loads
FinishingMaterial Loads
StaticLoad
Nodal Body Force Table
Nodal Masses Table
Nodal Loads Table
Specified Displacements Table
Beam Loads Table
Floor Load Type Table
Floor Loads Table
Finishing Material Loads
Pressure Loads Table
Plane Loads Table
SummaryTable
Mass Summary Table
Load Summary Table
ElementTemp.
Temp.Gradient
Beam SectionTemp.
Plate ThicknessTemp.
SystemTemp.
NodalTemp.
Temp.Loads
Nodal Temperature Table
Element Temperature Table
Temperature Gradient Table
Beam Section Temperature Table
Plate Thickness Temperatures
TendonProperty
TendonProfile
Tendon Profile
Change Tendon Profile
Tendon Location forComposite Section
TendonPrestress
PrestressBeam Loads
PretensionLoads
External TypeLoadcase
PrestressLoad
Prestress Loads
Pretension Loads
Tendon Prestress Loads
Moving Load Code
TrafficLine Lanes
Traffic Line Lanes
Moving Load Optimization(Line)
TrafficSurface Lanes
Traffic Surface Lanes
Moving Load Optimization(Surface)
Vehicles
MovingLoad Cases
ConcurrentGroup
Concurrent Reaction Group
Concurrent Joint Force Group
VehicleClasses
Plate Elementfor Influ. Surface
DynamicLoad Allowance
RailwayDynamic Factor
ImpactFactor
Add. Impact Factor
Add. Impact Factor Table
LaneSupport
RSFunctions
RS LoadCases
Global Control
Ignore Elements for NL.Analysis Initial Load
LoadCases
Time HistoryFunctions
GroundAcceleration
DynamicNodal Loads
Time VaryingStatic Loads
Multiple SupportExcitation
Define ResultFunctions
Define ConcurrentResult Groups
Train LoadGenerator
Time HistoryAnalysis
Dynamic Nodal Loads
Multiple Support Excitation
DefineC.S
CompositeSection For C.S
C.SLoads
Time Loads for Construction Stage
Set-back Loads for Nonlinear Construction Stage
Unstrained Length of Cable for Nonlinear Construction Stage
CamberFor C.S
Creep Coefficientfor C.S
GroupActivation of CS
C.SLoad
Time Loads for Construction Stage Table
Creep Coefficient for Construction Stage Table
Camber for Construction Stage
Unstrained Length if Cable for Nonlinear Construction Stage
Ambient TemperatureFunctions
Convection
Convection Coefficient Functions
Element Convection Boundary
PrescribedTemp.
HeatSource
Heat Source Functions
Assign Heat Source
PipeCooling
Define CSfor Hydration
Element Convection Boundary Table
Prescribed Temperature Table
Assign Heat Source Table
SettlementGroup
SettlementLoad Cases
Pre-compositeSection
Load Sequencefor Nonlinear
WaveLoads
Ignore Elementsfor Load Cases
LargeDisplacement
Initial Forces for Geometric Stiffness
Equilibrium Element Nodal Forces
SmallDisplacement
Initial Forces Control Data
Initial Element Forces
Initial Element Forces(C.S)
Etc.Load
Ignore Elements for Load Cases
Initial ForcesGeometric Stiff.
Steel Design
RC Design
PSC Design
Steel Composite Design
SRC Design
Steel Ortho Deck Design
Common Parameters
DesignCode
Design Code
Design CodeOption
DesignParameters
Strength Reduction Factors
Serviceability Parameters
Serviceability Load Combination Type
Bending Coefficient(Cb)
Shear Coefficient(Cv)
Specity Allowable Stress
Longitudinal Stiffener of Box Section
Transverse Stiffener of Section
Combined Ratio Calculation Method of Circular Section
Modify SteelMaterial
ParameterTables
Serviceability Parameters Table
Specify Allowable Stress
Steel CodeCheck
Perform Steel Designfor General Section
Steel OptimalDesign
Steel DesignResult
Section for Design
Perform Batch Design
Prameters
Definition of Frame
Load Contribution for Nonlinear Load Case
Short/Long Term Load Case
Member Assignment
Reverse Member Local Direction
Unbraced Length(L,Lb)
Effective Length Factor(K)
Limiting Slenderness Ratio
Moment Factor(Cm)
Moment Magnifier(B1/Delta_b, B2/Delta_s)
Imperfaction factor(α)
Modify Member Type
PrametersTables
Moment Magnifier(B1/Delta_b,B2/Delta_s)
Load Combination Type
Member Assignment(Plate)
Modify RCMaterial
RebarInput
Beam Section
Column Section
Column General Section
PerformDesign
Sectionfor Design
PerformBatch Design
Exposure Classes
Modify PSCMaterial
DesignPosition
Design Option
Out Position
DesignForces
극한한계상태시 휨강도 검토
극한한계산태시 전단강도 검토
극한한계상태시 비틀림강도 검토
시공단계시 합성응력 검토
PS강재 최대응력 검토
사용한계상태시 합성응력 검토
시공단계시 주응력 검토
사용한계상태시 주응력 검토
균열검토
PSC ResultDiagram
ExcelReport
Transverse Stiffner
Shear Connector
Fatigue Parameter
Curved Bridge Info
Deck Overhang Loads
LongitudinalRebar
Position for Design Output
Design Position
Design ResultTables
Span Checking
Total Checking
Strength Limit State(Flexure)
Strength Limit State(Shear)
Service Limit State
Fatigue Limit State
Constructibility(Flexure)
Constructibility(Shear)
Longitudinal Stiffener
Design Force/Moment
Design ResultDiagram
DesignResult Report
ModifyProperties
Material
Section
SRC CodeCheck
Section forDesign
Moment Magnifier(B1/Delta_b, B2/D)
Imperfaction factor(o)
Limited plastic Strains
Fatigue Check Position
Local Force in the Top orthotropic check
Transverse Stiffener
Additional Properties for the Girder web
Load combination Type
Member Type for Flexural Bucking
ModifyMaterial
Modify Steel Material to Seciton
Checking Strength Resistance
Checking Stability Resistance
Checking Fatigue Resistance
Checking Strength Resistance(Top Flange)
Checking Strength Resistance(Bottom Flange)
Checking Strength Resistance(Web)
Checking Stability Resistance(Top Flange)
Checking Stability Resistance(Bottom Flange)
Checking Stability Resistance(Web)
Design ResultReport
Analysis result
Bridge Specialization
Time History Analysis
LoadCombinations
Reaction
Concurrent Reaction
Concurrent Joint Force
Displacements
Truss Force & Stress
Cable Force
Cable Configuration
Cable Efficiency
Beam Force & Stress
Beam Forces(Static Prestress)
Beam Stress(PSC)
Plate Force & Stress
Plane Stress Force & Stress
Plane Strain Force & Stress
Axisymmetric Force & Stress Table
Solid Force & Stress
Elastic Link
Vibration Mode Shape
Buckling Mode Shape
Effective Span Length
Tendon Coordinates
Tendon Elongation
Tendon Arrangement
Tendon Loss
Tendon Weight
Composite Section for CS Beam Force & Stress
CS Beam Section Properties at Last Stage
CS Element Properties at Each Stage
Lack-of-Fit Force Truss
Lack-of-Fit Force Beam
Equilibrium Element Nodal Force
Initial Element Force Result Table
Force Summary
Beam Stress Diagrams
Beam Stresses (Equivalent)
Beam Stresses (PSC)
Plane-Strain Stresses
Diagram
Define Diagrams
Plot Diagrams
Local DirectionForce Sum
Set ReductionMoment
Beam/Elemnet
Beam Detail Analysis
Element Detail Result
Stage/StepGraph
Strain
Plate Strains
Solid Strains
Influ.Lines
Influ.Surfaces
MovingTracer
BatchConversation
ModeShapes
Vibration Mode Shapes
Buckling Mode Shapes
DampingRatio
NodalResults
Bridge GirderDiagram
TendonLoss Graph
GeneralCamber
General Camber Graph View
General Camber Table
General Camber Control
FCMCamber
FCM Camber Table
FCM Camber Graph View
FCM Camber Control
ILMReaction
Reaction by Position Data
Reaction by Position Table (Local)
Reaction by Position Table (Global)
CableControl
Unknown Load Factor
Cable Force Tuning
(Inelastic Hinge)Event Time
(Inelastic Hinge)Beam Summary
(Inelastic Hinge)Truss Summary
(Inelastic Hinge)GL-Link Summary
(Inelastic Hinge)Force
(Inelastic Hinge)Deformation
(Inelastic Hinge)Ductility Factor (D/D1)
(Inelastic Hinge)Ductility Factor (D/D2)
(Time Hist)Displ/Vel/Accel
(Time Hist)Beam Force
(Time Hist)Truss Force
(Time Hist)General Link
T.HResults
Displ/Vel/Accel
Force(Beam/Truss/General Link)
Force Diagram(Beam/Truss/General Link)
Time History Stress (Beam/Truss)
Time History Text
T.HGraph
InelasticHinge Status
FiberSection
Stress
Displacement
Allowable Tensile Stress
Pipe Cooling Nodal Temperature
AllowableTensile Stress
CrackRatio
HY ResultGraph
Pier Eval.
Bearing Eval.
Evaluation Type
BridgeInformation
Rebar InputData
Rebar Input for Column Section
Rebar Input for General Section
InelasticMaterial
EvaluationGroup
MomentCurvature
GenerateSection Stiff.
EigenvalueAnalysis Control
ResponseSpectrum Data
RS Function
RS Load Cases
LoadCombination
Com. ofSeismic Action
EvaluationParameter
Evaluation Parameter
Evaluation Parameter Table
EvaluationPerform
EvaluationReport Print
FailureMode
ResultTable
성능곡선 Table
내진성능평가 Table
midasUMD
BearingEvaluation
BearingProperty
AnchorEvaluation
SupportLength Property
Steel Bridge
PSC Bridge
RatingParameters
Longitudinal Reinforcement
Curved Bridge Info.
RatingMaterial
DefineRating Case
Rating GroupSetting
Unbraced Length(L,Lb) Table
Effective Length Factor(K) Table
Limiting Slenderness Ratio Table
Diagnostic Test Result
Position for Rating Output
PerformRating
Rating ResultDiagram
Span Length