Display

Node

Node Number

Node Local Axis: Coordinate axes displayed at the nodes assigned with nodal local coordinate systems.

Element Number

Element Type Number

Element Type Name

Gap: Gap Element shape

Hook: Hook Element shape

Cable: Cable Element shape

Local Axis: Element's local coordinate axes

Local Direction: Nodal connection directions of elements (i >> j node, N1 > N2 > N3 > N4)

Member: represents a group of elements

Member Direction: represents axial direction

Material Number

Material Name

Property Number: Section or thickness numbers

Property Name: Section or thickness names

Section Shape: Sectional shapes of line elements

Tapered Section Group: Elements assigned to the Tapered (variable) Section Group

Time Dependent Material Link: Time dependent material names

Inelastic Hinge Symbol

Inelastic Hinge Name

Virtual Section Local Axis: Local axis of virtual beam defined in Section for Resultant Force

 

    All: Display the boundary conditions include in all the boundary groups.

Group Selection: Display the boundary conditions included in the selected boundary group.

 

 Prompt Select Boundary Group dialog box to select Boundary Group.

 

Support: Display the constrained nodal degrees-of-freedom ()

 

Support by Direction: Display the constrained nodal degrees-of-freedom with a Digit (0: connected, 1: released) ()

 

Point Spring Support: Display Point Spring Support ()

 

Point Spring Support (Comp/Tens) : Display Comp.-only/Tens.-only type Point Spring Support

 

Point Spring Support (Multi-Linear) : Display Multi-Linear type Point Spring Support

 

Point Spring Support by Direction : Display Linear, Comp.-only, Tens.-only and Multi-Linear type of point spring support with a Digit (0:connected, 1: released) ()

 

General Spring Support

 

Beam End Release

 

Symbol: Symbol of beam end release condition

 

Digit: Beam end release condition by degree-of-freedom with a Digit (0: connected, 1: released)

 

Beam End Offset

 

Plate End Release

 

Symbol: Symbol of beam end release condition

 

Digit: Beam end release condition by degree-of-freedom with a Digit (0: connected, 1: released)

 

Rigid Link: Master node/slave nodes

 

Elastic Link: Elastic link between two nodes

 

Local Axis: Element's local coordinate axes of elastic link elements

 

Story Diaphragm: Display entry status of Story Diaphragm

 

Diaphragm Disconnect: Display the state of Floor Rigid Diaphragm release.

Mass

Nodal Mass: Nodal Mass data

Load to Mass: Gravity load converted into mass

Tendon Profile Name: Tendon names

Tendon Profile Point: Reference points for defining the tendon profile

Initial Forces for Geometric Stiffness: State of Initial Axial Forces data entry for Geometric Stiffness

Line Lane: Traffic (line) lane

Surface Lane: Traffic (surface) lane

Influence Surface: Elements inclined in Influence Surface analysis

Lane support-Negative Moments: Lane supports (Interior supports of continuous spans) assigned to consider critical Negative Moments at Interior Piers

Lane support-Reactions: Lane supports (Interior supports of continuous spans) assigned to consider critical Reactions at Interior Piers

Settlement Group: Settlement Group for a bridge structure when analysis automatically considers support settlements

Settlement Group Value: Magnitude of settlement for a Settlement Group

Hydration Heat: Display of data entry for Heat of Hydration analysis

Value: Numerical values of data related to Heat of Hydration analysis

Func Name: Function Name of data related to Heat of Hydration analysis

Element Convection Boundary: Input state of convection boundaries of elements

Prescribed Temperature: Input state of prescribed temperature

Heat Source: State of heat source assignment

Pipe Cooling Elements: Display of pipe cooling elements

Load Case
Select the load case for which the load input status will be displayed and assign whether to display the load values.

All: Select all the load cases

Load Value: Option to display the load values

Note
If Floor Load Name is checked the load values defined for Floor Load Type are also displayed.

Case Selection: Select a desired load case

Group Selection: Select the desired Load Group

: Prompt Select Load Group dialog box to select Load Group

 

The following data related to loads, masses and moving loads may be displayed:

Nodal Body Force: Body force converted from mass

Nodal Load: Nodal concentrated loads

Specified Displacement: Forced displacements

Beam Load

Prestress Load

Pretension Load

Floor Load: Display floor plate loads converted into beam loads

Floor Load Name

Note 1
When Floor Load Name and Load Value are checked, the Load Values for each load cases defined in Floor Load Type are displayed.
If Load Type Color as assigned to Floor Load Color under the Draw Tab of Display Option, colors can be assigned to each Floor Load Type thereby allowing us to check the Floor Loads readily

Note 2
From the Floor Load Name in Display, load distribution Type can be checked.

ex) One Way =(One), Two Way =(Two), Polygon - Centroid =(P-C), Polygon-Length = (P-L)

Note 3
The display of Floor Load Name is located at the center of the Floor Load application area.  If the center deviates from the application (loaded) area, Floor Load Name is displayed on the line connecting the 1st point and 2nd point.

Note 4
Display an arrow in the direction of floor load (One Way) at the center. Load direction is displayed following the Load Angle(A1) entered in Assign Floor Loads.

Floor Load Area: Display the floor load application area

Pressure Load

Plane Load: Display plane loads applied to a plane

Plane Load Name: Display the plane loads

Nodal Temperature

Element Temperature

Temperature Gradient

Beam Section Temperature: Display the temperature difference between the slab and beam.

Tendon Prestress

Dynamic Nodal load: Dynamic Nodal Loads for time history analysis

Multiple Support Excitation

Multiple Support Excitation Function Name

Dir. X: Multiple support excitation in X-direction

Dir. Y: Multiple support excitation in Y-direction

Dir. Z: Multiple support excitation in Z-direction

Superstructure Seismic Load

Grid Influence Line Load

Member: Display defined members consisted of consecutive beam elements.

Note
If the model is displayed with Hidden View in the preprocessing mode, those elements defined by Member will be displayed in a color gradient.

Member Direction: Direction of members denoted by arrows or gradients from I end to J end

Note
In a hidden view in the preprocessor mode, the direction is denoted as a gradient. If a wire frame is displayed or in the post-processor mode, the direction is presented by arrows.

Member Number: Index of members represented by member numbers

Unbraced Length Ly, Lz, be, Le: Unbraced and lateral braced lengths

Effective Length Factor: Effective buckling length factors

Moment Factor: Moment factors

Moment Magnifier: Moment magnification factors

Member Type

Scale Up Factor for Column: Modification factor for column forces