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Map3D User's Manual
eni teni peni normal strain in the grid plane, its trend and plunge.
e1i te1i pe1i maximum strain tangential to the grid plane, its trend and plunge.
e3i te3i pe3i minimum strain tangential to the grid plane, its trend and plunge.
esu tesu pesu maximum shear strain in the ubiquitous-plane, its trend and plunge.
enu tenu penu strain normal to the ubiquitous plane, its trend and plunge.
e1u te1u pe1u maximum strain tangential to the ubiquitous plane, its trend and plunge.
e3u te3u pe3u minimum strain tangential to the ubiquitous plane, its trend and plunge.
Elastic/Plastic/Total elastic, plastic or total strain components. These options are only used in
Map3D Non-Linear, as this code allows for calculation of non-linear strains.
Displacements:
ut tut put total displacement, its trend and plunge.
ux uy uz Cartesian displacement components.
uni tuni puni displacement normal to the grid plane, its trend and plunge.
umi tumi pumi maximum displacement tangential to the grid plane, its trend and plunge.
unu tunu punu displacement normal to the ubiquitous plane, its trend and plunge.
umu tumu pumu maximum displacement tangential to the ubiquitous plane, its trend and plunge.
Flow:
t temperature/head.
qt tqt pqt total flow, its trend and plunge.
qx qy qz Cartesian flow components.
qni tqni pqni displacement normal to the grid plane, its trend and plunge.
qmi tqmi pqmi maximum displacement tangential to the grid plane, its trend and plunge.
qnu tqnu pqnu displacement normal to the ubiquitous plane, its trend and plunge.
qmu tqmu pqmu maximum displacement tangential to the ubiquitous plane, its trend and plunge.
Miscellaneous:
matl# the number of the material within which the point is located. The host material is material
number 1. In problems where multiple materials are used, results may be calculated in an
alternate material zone.
step# the mining step number.
Other:
Cartesian configures for output of cartesian stress components.
Principal configures for output of principal stress components.
Notes:
This function must be checked before conducting the discretization analysis
Analysis > Discretization.
Any desired number of points can be specified.
The model is discretized according to the locations of the specified points.
5.1.26 Analysis > Options > Initialization
Initialize the model so that the analysis continues from where a previous analysis completed.
This option enables you to start a new analysis from where a previous model completed. All nonlinear, zero strain and seismic loading (seismic loading only in Map3Di) components are passed on
to the new model from the previous analysis.
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