Table of Contents
- E - Defines an element by node connectivity.
 - EALIVE - Reactivates an element (for the birth and death capability).
 - ECPCHG - Optimizes degree-of-freedom usage in a coupled acoustic
model.
 - EDADAPT - Activates adaptive meshing in an explicit dynamic analysis.
 - EDALE - Assigns mesh smoothing to explicit dynamic elements that
use the ALE formulation.
 - EDASMP - Creates a part assembly to be used in an explicit dynamic analysis.
 - EDBOUND - Defines a boundary plane for sliding or cyclic symmetry.
 - EDBX - Creates a box shaped volume to be used in a contact definition
for explicit dynamics.
 - EDBVIS - Specifies global bulk viscosity coefficients for an explicit dynamics
analysis.
 - EDCADAPT - Specifies adaptive meshing controls for an explicit dynamic analysis.
 - 
EDCGEN
 - Specifies contact parameters for an explicit dynamics analysis.
 - EDCLIST - Lists contact entity specifications in an explicit dynamics analysis.
 - EDCMORE - Specifies additional contact parameters for a given contact definition
in an explicit dynamic analysis.
 - EDCNSTR - Defines various types of constraints for an explicit dynamic analysis.
 - EDCONTACT - Specifies contact surface controls for an explicit dynamics analysis.
 - EDCPU - Specifies CPU time limit for an explicit dynamics analysis.
 - EDCRB - Constrains two rigid bodies to act as one in an explicit dynamics
analysis.
 - EDCSC - Specifies whether to use subcycling in an explicit dynamics analysis.
 - EDCTS - Specifies mass scaling and scale factor of computed time step
for an explicit dynamics analysis.
 - EDCURVE - Specifies data curves for an explicit dynamic analysis.
 - EDDAMP - Defines mass weighted (Alpha) or stiffness weighted (Beta)
damping for an explicit dynamics model.
 - EDDBL -  Selects a numerical precision type of the explicit dynamics analysis.
 - EDDC - Deletes or deactivates/reactivates contact surface specifications
in an explicit dynamic analysis.
 - EDDRELAX - Activates initialization to a prescribed geometry or dynamic relaxation
for the explicit analysis.
 - EDDUMP - Specifies output frequency for the explicit dynamic restart file
(d3dump).
 - EDELE - Deletes selected elements from the model.
 - EDENERGY - Specifies energy dissipation controls for an explicit dynamics
analysis.
 - EDFPLOT - Allows plotting of explicit dynamics forces and other load symbols.
 - EDGCALE - Defines global ALE controls for an explicit dynamic analysis.
 - /EDGE - Displays only the common lines (“edges”)
of an object.
 - EDHGLS - Specifies the hourglass coefficient for an explicit dynamics analysis.
 - EDHIST - Specifies time-history output for an explicit dynamic analysis.
 - EDHTIME - Specifies the time-history output interval for an explicit dynamics
analysis.
 - 
EDINT
 - Specifies number of integration points for explicit shell and
beam output.
 - EDIPART - Defines inertia for rigid parts in an explicit dynamics analysis.
 - EDIS  - Specifies stress initialization in an explicit dynamic full restart
analysis.
 - EDLCS - Defines a local coordinate system for use in explicit dynamics
analysis.
 - EDLOAD - Specifies loads for an explicit dynamics analysis.
 - EDMP - Defines material properties for an explicit dynamics analysis.
 - EDNB - Defines a nonreflecting boundary in an explicit dynamic analysis.
 - EDNDTSD - Allows smoothing of noisy data for explicit dynamics analyses
and provides a graphical representation of the data.
 - EDNROT - Applies a rotated coordinate nodal constraint in an explicit dynamics
analysis.
 - EDOPT - Specifies the type of output for an explicit dynamics analysis.
 - EDOUT - Specifies time-history output (ASCII format) for an explicit dynamics
analysis.
 - EDPART - Configures parts for an explicit dynamics analysis.
 - EDPC - Selects and plots explicit dynamic contact entities.
 - EDPL - Plots a time dependent load curve in an explicit dynamic analysis.
 - EDPVEL - Applies initial velocities to parts or part assemblies in an explicit
dynamic analysis.
 - EDRC - Specifies rigid/deformable switch controls in an explicit dynamic
analysis.
 - EDRD - Switches a part from deformable to rigid or from rigid to deformable
in an explicit dynamic analysis.
 - EDREAD - Reads explicit dynamics output into variables for time-history
postprocessing.
 - EDRI - Defines inertia properties for a new rigid body that is created
when a deformable part is switched to rigid in an explicit dynamic analysis.
 - EDRST - Specifies the output interval for an explicit dynamic analysis.
 - EDRUN - Specify LS-DYNA serial or parallel processing.
 - EDSHELL - Specifies shell computation controls for an explicit dynamics
analysis.
 - EDSOLV - Specifies "explicit dynamics solution" as the subsequent status
topic.
 - EDSP - Specifies small penetration checking for contact entities in an
explicit dynamic analysis.
 - EDSTART - Specifies status (new or restart) of an explicit dynamics
analysis.
 - EDTERM - Specifies termination criteria for an explicit dynamic analysis.
 - EDTP - Plots explicit elements based on their time step size.
 - EDVEL - Applies initial velocities to nodes or node components in an explicit
dynamic analysis.
 - 
EDWELD
 - Defines a massless spotweld or generalized weld for use in an
explicit dynamic analysis.
 - EDWRITE - Writes explicit dynamics input to an LS-DYNA input file.
 - 
EEXTRUDE
 - Extrudes 2-D plane elements into 3-D solids during a 2-D to 3-D
   analysis.
 - /EFACET - Specifies the number of facets per element edge for PowerGraphics
displays.
 - EGEN - Generates elements from an existing pattern.
 - *EIGEN - Performs a modal solution with unsymmetric or damping
matrices.
 - EINFIN - Generates structural infinite elements from selected nodes.
 - EINTF - Defines two-node elements between coincident or offset nodes.
 - EKILL - Deactivates an element (for the birth and death capability).
 - ELBOW - Specifies degrees of freedom to be coupled for end release
and applies section constraints to elbow elements.
 - ELEM - Specifies "Elements" as the subsequent status topic.
 - ELIST - Lists the elements and their attributes.
 - *ELSE - Separates the final if-then-else block.
 - 
*ELSEIF
 - Separates an intermediate if-then-else block.
 - EMAGERR - Calculates the relative error in an electrostatic or electromagnetic
field analysis.
 - EMATWRITE - Forces the writing of all the element matrices to File.EMAT.
 - EMF - Calculates the electromotive force (emf), or voltage drop along
a predefined path.
 - EMFT - Summarizes electromagnetic forces and torques.
 - EMID - Adds or removes midside nodes.
 - 
EMIS
 - Specifies emissivity as a material property for the Radiation
Matrix method.
 - EMODIF - Modifies a previously defined element.
 - EMORE - Adds more nodes to the just-defined element.
 - EMSYM - Specifies circular symmetry for electromagnetic sources.
 - EMTGEN  - Generates a set of TRANS126 elements.
 - EMUNIT - Specifies the system of units for magnetic field problems.
 - EN - Defines an element by its number and node connectivity.
 - *END - Closes a macro file.
 - *ENDDO - Ends a do-loop and starts the looping action.
 - *ENDIF - Ends an if-then-else.
 - ENDRELEASE - Specifies degrees of freedom to be decoupled for end release.
 - ENERSOL - Specifies the total energies to be stored.
 - ENGEN - Generates elements from an existing pattern.
 - ENORM - Reorients shell element normals or line element node connectivity.
 - ENSYM - Generates elements by symmetry reflection.
 - /EOF - Exits the file being read.
 - EORIENT - Reorients solid element normals.
 - EPLOT - Produces an element display.
 - 
EQSLV  - Specifies the type of equation solver.
 - ERASE - Explicitly erases the current display.
 - /ERASE - Specifies that the screen is to be erased before each display.
 - EREAD - Reads elements from a file.
 - EREFINE - Refines the mesh around specified elements.
 - EREINF - Generates reinforcing elements from selected existing (base) elements.
 - ERESX - Specifies extrapolation of integration point results.
 - ERNORM - Controls error estimation calculations.
 - ERRANG - Specifies the element range to be read from a file.
 - ESCHECK - Perform element shape checking for a selected element set.
 - ESEL - Selects a subset of elements.
 - /ESHAPE - Displays elements with shapes determined from the real constants,
      section definition, or other inputs.
 - ESIZE - Specifies the default number of line divisions.
 - ESLA - Selects those elements associated with the selected areas.
 - ESLL - Selects those elements associated with the selected lines.
 - ESLN - Selects those elements attached to the selected nodes.
 - ESLV - Selects elements associated with the selected volumes.
 - ESOL - Specifies element data to be stored from the results file.
 - ESORT - Sorts the element table.
 - 
ESSOLV
 - Performs a coupled electrostatic-structural analysis.
 - ESTIF - Specifies the matrix multiplier for deactivated elements.
 - ESURF - Generates elements overlaid on the free faces of selected
nodes.
 - ESYM - Generates elements from a pattern by a symmetry reflection.
 - ESYS - Sets the element coordinate system attribute pointer.
 - ET - Defines a local element type from the element library.
 - ETABLE - Fills a table of element values for further processing.
 - ETCHG - Changes element types to their corresponding types.
 - ETCONTROL - Control the element technologies used in element formulation
(for applicable elements). 
 - ETDELE - Deletes element types.
 - ETLIST - Lists currently defined element types.
 - ETYPE - Specifies "Element types" as the subsequent status topic.
 - EUSORT - Restores original order of the element table.
 - EWRITE - Writes elements to a file.
 - 
   EXBOPT
   - Specifies 
.EXB file output options in a CMS generation
   pass. - *EXIT - Exits a do-loop.
 - /EXIT - Stops the run and returns control to the system.
 - EXOPTION - Specifies the EXPROFILE options for the Mechanical APDL to
      ANSYS CFX profile file transfer.
 - EXP - Forms the exponential of a variable.
 - EXPAND - Displays the results of a modal cyclic symmetry analysis.
 - /EXPAND - Allows the creation of a larger graphic display than represented
by the actual finite element analysis model.
 - EXPASS - Specifies an expansion pass of an analysis.
 - *EXPORT - Exports a matrix to a file in the specified format.
 - EXPROFILE - Exports Mechanical APDL interface data on selected nodes to an ANSYS CFX Profile
      file.
 - EXPSOL - Specifies the solution to be expanded for mode-superposition
analyses or substructure analyses.
 - EXTOPT - Controls options relating to the generation of volume elements
from area elements.
 - EXTREM - Lists the extreme values for variables.
 - EXUNIT - Specifies the interface data unit labels to be written to the profile file from
   Mechanical APDL to ANSYS CFX transfer.