Command Line

To avoid the process of clicking several times for invoking a function, midas has incorporated a new feature known as "Command Line". This feature is similar to the one in AutoCAD and improves the efficiency of modeling and analysis. By just typing a simple abbreviated command in the Command Line, the program will invoke the dialog box or direct the user to the related function. This will speed up the process of generating an analytical model and improve its accuracy in design.

The shortcut commands for the Command Line are saved in a shortcutkey. cmd file in a text format, which is located in the User Folder. For generating a frequently used command, the user can create or modify commands in this text file.

1. Click on the Command Line or click on an arbitrary point in Model View and then Press the Space Bar. The user will then see the cursor blinking on the command line.

2. Enter a shortcut key that is indicated in the shortcutkey. cmd file. There are two kinds of keys that can be specified - the Command Key and the Group Key. Command Key is the key for invoking any menu or function. Group Key is the key for invoking a Command Group. If all menus of midas Civil need to be defined then there will be some difficulty in defining shortcuts with one or two characters. Also, if the number of characters is increased, then the efficiency of using the shortcut keys will decrease. For this reason, midas has introduced the tree structure of folders which is similar to the one in Microsoft Windows. Several keys can be grouped together and the same command in another group can be specified to be the same key. The shortcut key does not need to be designated in a specific group and several groups can exist in one group.

By inputting 'PM' in the command line 'Properties > Material Properties' menu can be invoked.

Since, 'P' represents a group key for 'Properties' and 'M' represents a command key for 'Material' typing 'PM' will invoke the material properties dialog box. Another option is to type the characters separately. If 'P' is typed then the program will invoke the Properties group and a pop-up list will appear showing the commands that can be chosen. If 'M' is typed, then the program will invoke the Material properties dialog box, which is the same as typing 'PM'

3. When any character is inputted in the Command Line a pop-up list containing the sub-commands appears. The user can either type the command as specified by the character, or use the direction keys to highlight the command and select it by either pressing the space bar or Enter key. The user can also select by clicking the command with the mouse.

4. After the command is executed, the Command Line reverts back to the default state.

All the information relating to the Command Keys is saved in a shortcutkey.cmd file which is located in C:\> Program Files> MIDAS> MIDAS Civil> User folder. By modifying this file the user can customize the shortcut keys for frequently used commands.

The format of the shortcutkey.cmd file is as follows. Usually one command key and one Group Key are included in one line.

Group Path: If the corresponding command key is a key inside a group, then the user inputs the Group path. When inputting the Group path, the user should use the name of the group.

L: Selects the lower grade group. This is a shortcut key to select other groups that are included in the group which is active.

Menu Path: If the Key type is 'C' then the user should define the path of the menu to be performed. The path should be inputted based on Main Menu and '...' included in the menu is ignored. Writing with upper case or lower case doesn't matter.

Group Path: If the Key type is 'L' then the user inputs the path of the upper graded group which the selected lower grade group is included. When inputting the path of the Group the user should use the name of the group.

4. Fo, RT > RTT > Force & Stress, C, Results > Result Tables > Truss > Force & Stress

1. This creates a Command Group of 'RT' When the user types 'RT' on the Command Line then a pop-up list will appear and the Result Table will be selected. The lower grade group pop-up list will also be displayed.

2. This defines a group name 'RTT' which is a lower grade of 'RT" and the group key as 'T' is specified. In this case, in the path 'RT > Truss', 'RT' does not refer to a Group Key but is a Group name.

The user selects the Result table by typing 'RT' and the Truss Group by typing 'T' again. Then a pop-up list of Command Keys which is included to the Truss Group will display.

3. This defines a 'L' type key 'RTT' which is included in Result Table (RT). This key enables the user to select the Truss Group at once. If the user types 'RTT' then the group path of RT>truss can be selected.

4. This defines the command key 'Fo' This is a command key for the Force and Stress menu which is a lower grade group of Truss. The command key 'Fo' which performs the path 'Results > Result Tables > Truss > Force & Stress'. should be defined in the group of Result Table (RT) > Truss(T).

To perform this key, the user should assign the key in the 'Result Table (RT)>Truss' group.

5. This defines a Command Key 'RTTFo'. which performs the path 'Results > Result Tables > Truss > Force & Stress'. Since this Command Key is not included in any Group, it can be typed in the default Command Line.

1. If there are group keys that are duplicated, then the program will read the upper Group that is defined in the shortcutkey.cmd file.

2. If the Command Key is duplicated, then the program will read the latest Command that is defined in the shortcutkey.cmd file.

3. The user should specify the Group Name precisely to designate the path of the Group.

4. The user can press the space bar when the Command Line is defaulted to display the keys included in the Upper Groups or Command Keys that are not included.

Str, Structure Type, C, Model>Structure Type

C, Create, G, C

N, C > Create Nodes, C, Model > Nodes > Create Nodes

CN, Create Nodes, C, Model > Nodes > Create Nodes

E, C > Create Elements, C, Model > Elements > Create Elements

CE, Create Elements, C, Model > Elements > Create Elements

D, Delete, G, D

N, D > Delete Nodes, C, Model >Nodes >Delete

DN, Delete Nodes, C, Model >Nodes >Delete

E, D > Delete Elements, C, Model > Elements > Delete

DE, Delete Elements, C, Model > Elements > Delete

T, Translate, G, T

N, T > Translate Nodes, C, Model > Nodes > Translate

TN, Translate Nodes, C, Model > Nodes > Translate

E, T > Translate Elements, C, Model > Elements > Translate

TE, Translate Elements, C, Model > Elements > Translate

Ro, Rotate, G, Ro

N, Ro > Rotate Nodes, C, Model > Nodes > Rotate

RoN, Rotate Nodes, C, Model > Nodes > Rotate

E, Ro > Rotate Elements, C, Model > Elements > Rotate

RoE, Rotate Elements, C, Model > Elements > Rotate

Mi, Mirror, G, Mi

N, Mi > Mirror Nodes, C, Model > Nodes > Mirror

MiN, Mirror Nodes, C, Model > Nodes > Mirror

E, Mi > Mirror Elements, C, Model > Elements > Mirror

MiE, Mirror Elements, C, Model > Elements > Mirror

Di, Divide, G, Di

N, Di > Divide Nodes, C, Model > Nodes > Divide

DiN, Divide Nodes, C, Model > Nodes > Divide

E, Di > Divide Elements, C, Model > Elements > Divide

DiE, Divide Elements, C, Model > Elements > Divide

Me, Merge, G, Me

N, Me > Merge Node, C, Model > Nodes > Merge

MeN, Merge Node, C, Model > Nodes > Merge

E, Me > Merge Elements, C, Model > Elements > Merge

MeE, Merge Elements, C, Model > Elements > Merge

Ren, Renumbering, G, Ren

N, Ren > Renumbering, C, Model > Nodes > Renumbering

RenN, Renumbering, C, Model > Nodes > Renumbering

E, Ren > Renumbering, C, Model > Elements > Renumbering

RenE, Renumbering, C, Model > Elements > Renumbering

Pr, Project Nodes, C, Model > Nodes > Project

I, Intersect Elements, C, Model > Elements > Intersect

E, Extrude Elements, C, Model > Elements > Extrude

Ch, Change Element Parameters, C, Model > Elements > Change Element Parameters

P, Properties, G, P

M, P > Material, C, Model > Properties > Material

PM, Material, C, Model > Properties > Material

S, P > Section, C, Model > Properties > Section

PS, Section, C, Model > Properties > Section

CR, P > Creep/SH, C, Model > Properties > Time Dependent MAterial(Creep/Shrinkage)

PCR, Creep/SH, C, Model > Properties > Time Dependent MAterial(Creep/Shrinkage)

SF, P > Section Stiffness Scale Factor, C, Model > Properties > Section Stiffness Scale Factor

PSF, Section Stiffness Scale Factor, C, Model > Properties > Section Stiffness Scale Factor

T, P > Thickness, C, Model > Properties > Thickness

PT, Thickness, C, Model > Properties > Thickness

CS, P > Comp.Strength, C, Model > Properties > Time Dependent MAterial(Comp. Strength)

PCS, Comp.Strength, C, Model > Properties > Time Dependent MAterial(Comp. Strength)

B, Boundaries, G, B

S, B > Supports, C, Model > Boundaries > Supports

BS, Supports, C, Model > Boundaries > Supports

R, B > Beam End Release, C, Model > Boundaries > Beam End Release

BR, Beam End Release, C, Model > Boundaries > Beam End Release

O, B > Beam End Offsets, C, Model > Boundaries > Beam End Offsets

BO, Beam End Offsets, C, Model > Boundaries > Beam End Offsets

RL, B > Rigid Link, C, Model > Boundaries > Rigid Link

BRL, Rigid Link, C, Model > Boundaries > Rigid Link

EL, B > Elastic Link, C, Model > Boundaries > Elastic Link

BEL, Elastic Link, C, Model > Boundaries > Elastic Link

EW, B > Effective Width, C, Model > Boundaries > Effective Width Scale Factor

BEW, Effective Width, C, Model > Boundaries > Effective Width Scale Factor

GL, B > General Link, C, Model > Boundaries > General Link

BGL, General Link, C, Model > Boundaries > General Link

GLP, B > General Link Properties, C, Model > Boundaries > General Link properties

BGLP, General Link Properties, C, Model > Boundaries > General Link Properties

M, Masses, G, M

N, M > Nodal Masses, C, Model > Masses > Nodal Masses

MN, Nodal Masses, C, Model > Masses > Nodal Masses

L, M > Loads to Masses, C, Model > Masses > Loads to Masses

ML, Loads to Masses, C, Model > Masses > Loads to Masses

Gr, Group, G, Gr

S, Gr > Define Structure Group, C, Model > Group > Define Structure Group

GrS, Define Structure Group, C, Model > Group > Define Structure Group

B, Gr > Define Boundary Group, C, Model > Group > Define Boundary Group

GrB, Define Boundary Group, C, Model > Group > Define Boundary Group

L, Gr > Define Load Group, C, Model > Group > Define Load Group

GrL, Define Load Group, C, Model > Group > Define Load Group

T, Gr > Tendon Load Group, C, Model > Group > Define Tendon Group

GrT, Define Tendon Groupb, C, Model > Group > Define Tendon Group

Rd, Redraw, C, View > Redraw

In, Initial View, C, View > Initial View

Dy, Dynamic View, G, Dy

Z, Dy > Zoom, C, View > Dynamic View > Zoom

DyZ, Zoom, C, View > Dynamic View > Zoom

P, Dy > Pan, C, View > Dynamic View > Pan

DyP, Pan, C, View > Dynamic View > Pan

R, Dy > Rotate, C, View > Dynamic View > Rotate

DyR, Rotate, C, View > Dynamic View > Rotate

Z, Zoom, G, Z

F, Z > Fit, C, View > Zoom > Fit

ZF, Fit, C, View > Zoom > Fit

W, Z > Window, C, View > Zoom > Window

ZW, Window, C, View > Zoom > Window

I, Z > In, C, View > Zoom > In

ZI, In, C, View > Zoom > In

O, Z > Out, C, View > Zoom > Out

ZO, Out, C, View > Zoom > Out

A, Z > Auto Fitting, C, View > Zoom > Auto Fitting

ZA, Auto Fitting, C, View > Zoom > Auto Fitting

Vi, View Point, G, Vi

I, Vi > Iso, C, View > View Point > Iso

ViI, Iso, C, View > View Point > Iso

T, Vi > Top(+Z), C, View > View Point > Top (+Z)

ViT, Top(+Z), C, View > View Point > Top (+Z)

L, Vi > Left(-X), C, View > View Point > Left (-X)

ViL, Left(-X), C, View > View Point > Left (-X)

R, Vi > Right(+X), C, View > View Point > Right (+X)

ViR, Right(+X), C, View > View Point > Right (+X)

F, Vi > Front(-Y), C, View > View Point > Front (-Y)

ViF, Front(-Y), C, View > View Point > Front (-Y)

A, Vi > Angle, C, View > View Point > Angle

ViA, Angle, C, View > View Point > Angle

Sh, Shrink Elements, C, View > Shrink Elements

Pe, Perspective View, C, View > Perspective View

H, Remove Hidden Lines, C, View > Remove Hidden Lines

S, Select, G, S

Id, S > Identity, C, View > Select > Identity

SId, Identity, C, View > Select > Identity

S, S > Single, C, View > Select > Single

SS, Single, C, View > Select > Single

W, S > Window, C, View > Select > Window

SW, Window, C, View > Select > Window

Po, S > Polygon, C, View > Select > Polygon

SPo, Polygon, C, View > Select > Polygon

In, S > Intersect Line, C, View > Select > Intersect Line

SIn, Intersect Line, C, View > Select > Intersect Line

P, S > Plane, C, View > Select > Plane

SP, Plane, C, View > Select > Plane

V, S > Volume, C, View > Select > Volume

SV, Volume, C, View > Select > Volume

All, S > Select All, C, View > Select > Select All

SAll, Select All, C, View > Select > Select All

Pr, S > Select Previous, C, View > Select Previous

SPr, Select Previous, C, View > Select Previous

U, Unselect, G, U

Id, U > Identity, C, View > Unselect > Identity

Uid, Identity, C, View > Unselect > Identity

W, U > Window, C, View > Unselect > Window

UW, Window, C, View > Unselect > Window

Po, U > Polygon, C, View > Unselect > Polygon

Upo, Polygon, C, View > Unselect > Polygon

I, U > Intersect Line, C, View > Unselect > Intersect Line

UI, Intersect Line, C, View > Unselect > Intersect Line

P, U > Plane, C, View > Unselect > Plane

UP, Plane, C, View > Unselect > Plane

V, U > Volume, C, View > Unselect > Volume

UV, Volume, C, View > Unselect > Volume

All, U > Unselect All, C, View > Unselect > Unselect All

UAll, Unselect All, C, View > Unselect > Unselect All

A, Activities, G, A

A, A > Active, C, View > Activities > Active

AA, Active, C, View > Activities > Active

I, A > Inactive, C, View > Activities > Inactive

AI, Inactive, C, View > Activities > Inactive

In, A > Inverse Active, C, View > Activities > Inverse Active

AIn, Inverse Active, C, View > Activities > Inverse Active

All, A > Active All, C, View > Activities > Active All

AAll, Active All, C, View > Activities > Active All

Id, A > Active Identity, C, View > Activities > Active Identity

AId, Active Identity, C, View > Activities > Active Identity

P, A > Active Previous, C, View > Activities > Active Previous

AP, Active Previous, C, View > Activities > Active Previous

G, Grid, G, G

V, G > View, G, GV

GV, View, L, G > View

P, G > GV > Point Grid, C, View > Grids > Point Grid

GP, Point Grid, C, View > Grids > Point Grid

L, G > GV > Line Grid, C, View > Grids > Line Grid

GL, Line Grid, C, View > Grids > Line Grid

D, G > Define, G, GD

GD, Define Grid, L, G > Define

P, G > GD > Define Point Grid, C, Model > Grids > Define Point Grid

GCP, Define Point Grid, C, Model > Grids > Define Point Grid

L, G > GD > Define Line Grid, C, Model > Grids > Define Line Grid

GCL, Define Line Grid, C, Model > Grids > Define Line Grid

Sn, Snap, G, Sn

P, Sn > Point, C, View > Snap > Point

SnP, Point, C, View > Snap > Point

L, Sn > Line, C, View > Snap > Line

SnL, Line, C, View > Snap > Line

N, Sn > Node, C, View > Snap > Node

SnN, Node, C, View > Snap > Node

E, Sn > Element, C, View > Snap > Element

SnE, Element, C, View > Snap > Element

All, Sn > All, C, View > Snap > All

SnAll, All, C, View > Snap > All

Free, Sn > Free, C, View > Snap > Free

SnFree, Free, C, View > Snap > Free

Dis, Display, G, Dis

D, Dis > Display, C, View > Display

Dp, Display, C, View > Display

O, Dis > Display Option, C, View > Display Option

DO, Display Option, C, View > Display Option

SL, Static Load, G, SL

NL, SL > Nodal Loads,C,Load>Nodal Loads

SLNL, Nodal Loads,C,Load>Nodal Loads

EB, SL > Element Beam Loads,C,Load>Element Beam Loads

SLEB, Element Beam Loads,C,Load>element beam loads

LB, SL > Line Beam Loads, C, Load>Line Beam Loads

SLLB, Line Beam Loads,C,Load>Line beam loads

PL, SL > Pressure Loads,C,Load>Pressure loads

SLPL, Pressure Loads,C,Load>pressure Loads

TL,Temperaure Loads, G, TL

ST, TL>System Temperature,C,Load>Temperature Loads>system temperature

TLST, System Temperature,C,Load>temperature loads>system temperature

NT, TL>Nodal Temperature,C,Load>temperature loads>nodal temperatures

TLNT, Nodal Temperature,C,Load>temperature loads>nodal temperatures

ET, TL>Element Temperature,C,Load>temperature loads>element temperatures

TLET, Element Temperature,C,Load>temperature loads>element temperatures

TG, TL>Temperature Gradient,C,Load>temperature loads>temperature gradient

TLTG, Temperature Gradient,C,Load>temperature loads>temperature gradient

BT, TL>Beam Section Temperatures,C,Load>temperature loads>beam section temperatures

TLBT, Beam Section Temperatures,C,Load>temperature loads>beam section temperatures

PL, Prestress Load, G, PL

BL, PL > Prestress Beam Load, C, Load > Prestress Loads > Prestress Beam Loads

PT, PL > Pretension, C, Load > prestress Loads > pretension loads

EPT, PL > External Pretension, C, Load > prestress Loads > External Type Loadcase for pretension

TPT, PL > Tendon property, C, Load > prestress Loads > Tendon Property

TPR, PL > Tendon Profile, C, Load > prestress Loads > Tendon Profile

TPL, PL > Tendon Prestress Loads, C, Load > prestress Loads > Tendon Prestress loads

MVL, Moving Load, G, MV

Co, MV > Code, C, Load > Moving Load Analysis Data > Moving Load Code

MVC, MVL Code, C, Load > Moving Load Analysis Data > Moving Load Code

TLL, MV > Line Lanes, C, Load > Moving Load Analysis Data > Traffic Line Lanes

MVTLL, Traffic Line Lanes, C, Load > Moving Load Analysis Data > Traffic Line Lanes

TSL, MV > Surface Lanes, C, Load > Moving Load Analysis Data > Traffic Surface Lanes

MVTSL, Traffic Surface Lanes, C, Load > Moving Load Analysis Data > Traffic Surface Lanes

Ve, MV > Vehicles, C, Load > Moving Load Analysis Data > Vehicles

MVVe, Vehicles, C, Load > Moving Load Analysis Data > Vehicles

VeC, MV > Vehicle Classes, C, Load > Moving Load Analysis Data > Vehicle Classes

MVVeC, Vehicle Classes, C, Load > Moving Load Analysis Data > Vehicle Classes

CA, MV > MVL Case, C, Load > Moving Load Analysis Data > Moving Load Cases

MVCA, MVL Case, C, Load > Moving Load Analysis Data > Moving Load Cases

CR, MV > Concurrent Reaction, C, Load > Moving Load Analysis Data > Concurrent Reaction Group

MVCR, Concurrent Reaction, C, Load > Moving Load Analysis Data > Concurrent Reaction Group

LS, MV > Lane Support, C, Load > Moving Load Analysis Data > Lane Support-Negative Moment at interior piers

MVLS, Lane Support, C, Load > Moving Load Analysis Data > Lane Support-Negative Moment at interior piers

HH, Heat of Hydration, G, HH

AT, HH > Ambient Temp, C, Load > Heat of Hydration Analysis Data > Ambient Temperature Functions

CC, HH > Convection Coeff, C, Load > Heat of Hydration Analysis Data > Convection Coefficient Functions

EC, HH > Element Convection, C, Load > Heat of Hydration Analysis Data > Element Convection Boundary

PT, HH > Prescribed Temp, C, Load > Heat of Hydration Analysis Data > Prescribed Temperature

HS, HH > Heat Source, C, Load > Heat of Hydration Analysis Data > Heat Source Functions

AHS, HH > Assign HEat source, C, Load > Heat of Hydration Analysis Data > Assign Heat source

PC, HH > Pipe Cooling, C, Load > Heat of Hydration Analysis Data > Pipe Cooling

CSH, HH > CS for Hydration, C, Load > Heat of Hydration Analysis Data > Define Construction Stage for Hydration

Ana, Analysis, G, Ana

M, Ana > Main Control, C, Analysis > Main Control Data

AM, Main Control, C, Analysis > Main Control Data

PD, Ana > P-Delta, C, Analysis > P-Delta Analysis control

APD, P-Delta, C, Analysis > P-Delta Analysis control

Bu, Ana > Buckling, C, Analysis > Buckling Analysis Control

ABu, Buckling, C, Analysis > Buckling Analysis Control

EG, Ana > Eigenvalue, C, Analysis > Eigenvalue Analysis Control

AEG, Eigenvalue, C, Analysis > Eigenvalue Analysis Control

RS, Ana > Response Spectrum, C, Analysis > Response Spectrum ANalysis Control

ARS, Response Spectrum, C, Analysis > Response Spectrum ANalysis Control

HH, Ana > Heat of Hydration, C, Analysis > Heat of Hydration Analysis Control

AHH, Heat of Hydration, C, Analysis > Heat of Hydration Analysis Control

MV, Ana > Moving Load, C, Analysis > Moving Load Analysis Control

AMV, Moving Load, C, Analysis > Moving Load Analysis Control

NL, Ana > Nonlinear, C, Analysis > Nonlinear Analysis Control

ANL, Nonlinear, C, Analysis > Nonlinear Analysis Control

CS, Ana > Construction Stage, C, Analysis > Construction Stage Analysis Control

ACS, Construction Stage, C, Analysis > Construction Stage Analysis Control

SU, Ana > Suspension Bridge, C, Analysis > Suspension Bridge Analysis Control

ASU, Suspension Bridge, C, Analysis > Suspension Bridge Analysis Control

BC, Ana > Boundary Change, C, Analysis > Boundary Change Assignment to Load Cases/Analyses

ABC, Boundary Change, C, Analysis > Boundary Change Assignment to Load Cases/Analyses

Co, Combinations, C, Results > Combinations

Rea, Reactions, G, Rea

F, Rea > Reaction Forces/Moments, C, Results > Reactions > Reaction Forces/Moments

ReaF, Reaction Forces/Moments, C, Results > Reactions > Reaction Forces/Moments

S, Rea > Search Reaction Forces/Moments, C, Results > Reactions > Search Reaction Forces/Moments

ReaS, Search Reaction Forces/Moments, C, Results > Reactions > Search Reaction Forces/Moments

Def, Deformations, G, Def

S, Def > Deformed Shape, C, Results > Deformations > Deformed Shape

DeS, Deformed Shape, C, Results > Deformations > Deformed Shape

C, Def > Displacement Contour, C, Results > Deformations > Displacement Contour

DeC, Displacement Contour, C, Results > Deformations > Displacement Contour

D, Def > Search Displacements, C, Results > Deformations > Search Displacements

DeD, Search Displacements, C, Results > Deformations > Search Displacements

F, Forces, G, F

T, F > Truss, C, Results > Forces > Truss Forces

FT, Truss, C, Results > Forces > Truss Forces

B, F > Beam Forces/Moments, C, Results > Forces > Beam Forces/Moments

FB, Beam Forces/Moments, C, Results > Forces > Beam Forces/Moments

BD, F > Beam Diagrams, C, Results > Forces > Beam Diagrams

FBD, Beam Diagrams, C, Results > Forces > Beam Diagrams

P, F > Plate Forces/Moments, C, Results > Forces > Plate Forces/Moments

FP, Plate Forces/Moments, C, Results > Forces > Plate Forces/Moments

PD, F > Plate Cutting Line Diagram, C, Results > Forces > Plate Cutting Line Diagram

FPD, Plate Cutting Line Diagram, C, Results > Forces > Plate Cutting Line Diagram

W, F > Wall Forces/Moments, C, Results > Forces > Wall Forces/Moments

FW, Wall Forces/Moments, C, Results > Forces > Wall Forces/Moments

WD, F > Wall Diagrams, C, Results > Forces > Wall Diagrams

FWD, Wall Diagrams, C, Results > Forces > Wall Diagrams

M, F > Member Diagrams, C, Results > Forces > Member Diagrams

FM, Member Diagrams, C, Results > Forces > Member Diagrams

St, Stresses, G, St

T, St > Truss Stresses, C, Results > Stresses > Truss Stresses

StT, Truss Stresses, C, Results > Stresses > Truss Stresses

B, St > Beam Stresses, C, Results > Stresses > Beam Stresses

StB, Beam Stresses, C, Results > Stresses > Beam Stresses

D, St > Beam Stresses Diagram, C, Results > Stresses > Beam Stresses Diagram

StD, Beam Stresses Diagram, C, Results > Stresses > Beam Stresses Diagram

PSC, St > PSC Stress, C, Results > Stresses > Beam Stresses(PSC)

StPC, PSC Stress, C, Results > Stresses > Beam Stresses(PSC)

P, St > Plane-Stress/Plate Stresses, C, Results > Stresses > Plane-Stress/Plate Stresses

StP, Plane-Stress/Plate Stresses, C, Results > Stresses > Plane-Stress/Plate Stresses

PS, St > Plane Strain Stresses, C, Results > Stresses > Plane Strain Stresses

StPS, Plane Strain Stresses, C, Results > Stresses > Plane Strain Stresses

A, St > Axisymmetric Stresses, C, Results > Stresses > Axisymmetric Stresses

StA, Axisymmetric Stresses, C, Results > Stresses > Axisymmetric Stresses

S, St > Solid Stresses, C, Results > Stresses > Solid Stresses

StS, Solid Stresses, C, Results > Stresses > Solid Stresses

LFS, Local Direction Force Sum, C, Results > Local Direction Force Sum

V, Vibration Mode Shapes, C, Results > Vibration Mode Shapes

Bk, Buckling Mode Shape, C, Results > Buckling Mode Shapes

SG, Stage/Step history Graph, C, Results > Stage/Step history Graph

UKL, Unknown Load Factor, C, Results > unknown Load factor

bgd, Bridge Girder Diagram,C , Results > Bridge Girder Diagrams

MVT, Moving Load Tracer,G , MVT

RE, MVT > Reaction, C, Results > Moving Load Tracer > Reactions

Dis, MVT > Displacement, C, Results > Moving Load Tracer > Displacements

T, MVT > Truss Forces, C, Results > Moving Load Tracer > Truss Forces

B, MVT > Beam Force, C, Results > Moving Load Tracer > Beam Forces/Moments

MVTB, MV Tracer of Beam, C, Results > Moving Load Tracer > Beam Forces/Moments

P, MVT > Plate, C, Results > Moving Load Tracer > Plate Forces/Moment

BS, MVT > Beam Stress, C, Results > Moving Load Tracer > Beam Stresses

O, Text Output, C, Results > Text Output

Mo, Model Table, G, Mo

N, Mo > Nodes Table, C, Model > Nodes > Nodes Table

MoN, Nodes Table, C, Model > Nodes > Nodes Table

E, Mo > Elements Table, C, Model > Elements > Elements Table

MoE, Elements Table, C, Model > Elements > Elements Table

M, Mo > Material Table, C, Model > Properties > Material Table

MoM, Material Table, C, Model > Properties > Material Table

Se, Mo > Section Table, C, Model > Properties > Section Table

MoSe, Section Table, C, Model > Properties > Section Table

T, Mo > Thickness Table, C, Model > Properties > Thickness Table

MoT, Thickness Table, C, Model > Properties > Thickness Table

Su, Mo > Supports Table, C, Model > Boundaries > Supports Table

MoSu, Supports Table, C, Model > Boundaries > Supports Table

RT, Result Tables, G, RT

R, RT > Reaction, C, Results > Result Tables > Reaction

RTR, Reaction, C, Results > Result Tables > Reaction

D, RT > Displacements, C, Results > Result Tables > Displacements

RTD, Displacements, C, Results > Result Tables > Displacements

T, RT > Truss, G, RTT

RTT, Truss, L, RT > Truss

Fo, RT > RTT > Force & Stress, C, Results > Result Tables > Truss > Force & Stress

RTTFo, Force & Stress, C, Results > Result Tables > Truss > Force & Stress

F, RT > RTT > Force, C, Results > Result Tables > Truss > Force

RTTF, Force, C, Results > Result Tables > Truss > Force

S, RT > RTT > Stress, C, Results > Result Tables > Truss > Stress

RTTS, Stress, C, Results > Result Tables > Truss > Stress

B, RT > Beam, G, RTB

RTB, Beam, L, RT > RTb

Fo, RT > RTB > Force & Stress, C, Results > Result Tables > Beam > Force & Stress

RTBFo, Force & Stress, C, Results > Result Tables > Beam > Force & Stress

F, RT > RTB > Force, C, Results > Result Tables > Beam > Force

RTBF, Force, C, Results > Result Tables > Beam > Force

S, RT > RTB > Stress, C, Results > Result Tables > Beam > Stress

RTBS, Stress, C, Results > Result Tables > Beam > Stress

P, RT > Plate, G, RTP

RTP, Plate, L, RT > Plate

F, RT > RTP > Force & Stress, C, Results > Result Tables > Plate > Force & Stress

RTPF, Force & Stress, C, Results > Result Tables > Plate > Force & Stress

FL, RT > RTP > Force(Local), C, Results > Result Tables > Plate > Force(Local)

RTPFL, Force(Local), C, Results > Result Tables > Plate > Force(Local)

FG, RT > RTP > Force(Global), C, Results > Result Tables > Plate > Force(Global)

RTPFG, Force(Global), C, Results > Result Tables > Plate > Force(Global)

FU, RT > RTP > Force(Unit Length), C, Results > Result Tables > Plate > Force(Unit Length)

RTPFU, Force(Unit Length), C, Results > Result Tables > Plate > Force(Unit Length)

SL, RT > RTP > Stress(Local), C, Results > Result Tables > Plate > Stress(Local)

RTPSL, Stress(Local), C, Results > Result Tables > Plate > Stress(Local)

SG, RT > RTP > Stress(Global), C , Results > Result Tables > Plate > Stress(Global)

RTPSG, Stress(Global), C , Results > Result Tables > Plate > Stress(Global)

V, RT > Vibration Mode Shape, C, Results > Result Tables > Vibration Mode Shape

RTV, Vibration Mode Shape, C, Results > Result Tables > Vibration Mode Shape

Deg, Design, G, Deg

RC, Deg > RC-Design ,C, Design > KCI-USD03

RCD, RC-Design, C, Design > KCI-USD03