Category |
Item |
Description |
Reactions |
TOTAL REACTION FORCE |
GCS
X,Y,Z Reactions |

|
TX REACTION FORCE |
GCS
X Reaction |
|
TY REACTION FORCE |
GCS
Y Reaction |
|
TZ REACTION FORCE |
GCS
Z Reaction |
|
TOTAL REACTION MOMENT |
GCS
X,Y,Z Moment Reactions |
|
RX REACTION MOMENT |
Moment Reaction about GCS
X |
|
RY REACTION MOMENT |
Moment Reaction about GCS
Y |
|
RZ REACTION MOMENT |
Moment Reaction about GCS
Z |
Displacement |
TOTAL TRANSLATION(V) |
GCS
X,Y,Z Total
Displacement |

|
TX TRANSLATION(V) |
GCS
X Displacement |
|
TY TRANSLATION(V) |
GCS
Y Displacement |
|
TZ TRANSLATION(V) |
GCS
z Displacement |
|
TOTAL ROTATION |
GCS
X,Y,Z Rotational
Total Displacement |
|
RX ROTATION |
GCS
X Rotational
Displacement |
|
RY ROTATION |
GCS
Y Rotational
Displacement |
|
RZ ROTATION |
GCS
Z Rotational
Displacement |
Beam
Element Forces |
AXIAL FORCE |
ECS
x Axial Force |

|
SHEAR FORCE Y |
ECS
y Shear Force |
|
SHEAR FORCE Z |
ECS
z Shear Force |
|
TORQUE |
Torsional
Moment about ECS x |
|
BENDING MOMENT Y |
Bending
Moment about ECS y |
|
BENDING MOMENT Z |
Bending Moment about ECS
z |
Truss
Element Forces |
AXIAL FORCE |
ECS
x Axial Force |

|
TORQUE |
Torsional
Moment about ECS x |
Beam
Element Stress |
S-AXIAL |
ECS
x Axial Stress |

|
S-POINT C~F |
Stresses
by Bending at User Defined Point (C~F) |
|
S-TORSIONAL |
Torsional
Stress about ECS x |
|
S-XY |
ECS
xy Shear Stress(Beam) |
|
S-XZ |
ECS
xz Shear Stress(Beam) |
|
S-VON MISES |
von Mises Stress
of Element |
|
S-MIN |
Minimum
Bending Stress(Combination) |
|
S-MAX |
Maximum
Bending Stress(Combination) |
Truss
Element Stresses |
S-AXIAL |
ECS
x Axial Stress |

|
S-TORSIONAL |
Torsional
Stress about ECS x |
Beam
Element Strains |
E-AXIAL |
ECS
x Axial Strain |

|
E-POINT C~F |
Strains
by Bending at User Defined Point (C~F) |
|
E-TORSIONAL |
Torsional
Strain about ECS x |
|
E-XY |
ECS
xy Shear Strain |
|
E-XZ |
ECS
xz Shear Strain |
|
E-VON MISES |
von Mises Strain
of Element |
|
E-MIN |
Minimum
Bending Strain(Combination) |
|
E-MAX |
Maximum
Bending Strain(Combination) |
Truss
Element Strains |
E-AXIAL |
ECS
x Axial Strain |

|
E-TORSIONAL |
Torsional
Strain about ECS x |
Plane-Strain
Forces |
MEMBRANE FORCE XX |
x Axial Force |

|
MEMBRANE FORCE YY |
y Axial Force |
|
MEMBRANE FORCE XY |
xy Shear Force |
Plane-Strains
Stresses |
S-XX |
GCS
X Effective Stress |

|
S-YY |
GCS
Y Effective Stress |
|
S-ZZ |
GCS
Z Effective Stress |
|
S-XX TOTAL |
GCS
X Total Stress |
|
S-YY TOTAL |
GCS
Y Total Stress |
|
S-ZZ TOTAL |
GCS
Z Total Stress |
|
S-XY |
GCS
XY Shear Stress |
|
S-MAJOR PRINCIPAL(V) |
Principal
Stress (Maximum) |
|
S-MINOR PRINCIPAL(V) |
Principal
Stress (Minimum) |
|
S-MAX SHEAR |
Maximum
Shear Stress |
|
S-VON MISES |
von Mises
Stress |
|
PLASTIC STATUS |
Plastic
Status of Ground Element |
|
MEAN EFFECTIVE PRESSURE |
Mean
Effective Pressure |
|
MEAN TOTAL PRESSURE |
Mean
Total Pressure |
|
PORE STRESS |
Pore
Pressure |
|
EXCESSIVE PORE STRESS |
Excessive
Pore Stress |
Plane-Strain
Strains |
E-XX |
GCS
X Strain |

|
E-YY |
GCS
Y Strain |
|
E-XY |
GCS
XY Strain |
|
E-MAJOR PRINCIPAL (V) |
Maximum
Strain of Principal Stress about Main Axis |
|
E-MINOR PRINCIPAL (V) |
Minimum
Strain of Principal Stress about Main Axis |
|
E-MAX SHEAR |
Maximum
Shear Strain |
|
E-EQUIVALENT |
Equivalent
Strain |
|
E-VON MISES |
von Mises Strain
of Element |
|
E-VOLUMETRIC |
Volumetric
Strain of Element |
|
E-EFFECTIVE PLASTIC |
Equivalent
Plastic Strain |
Shell
Element Forces |
MAMBRANE FORCE XX |
x
Axial Force |

|
MAMBRANE FORCE YY |
y
Axial Force |
|
MAMBRANE FORCE XY |
xy Shear Force |
|
BENDING MOMENT XX |
Bending moment about y axis |
|
BENDING MOMENT YY |
Bending moment about x axis |
|
BENDING MOMENT XY |
xy plane Torsional Moment |
|
TRANSVERSE SHEAR FORCE XZ |
zx plane Shear Force about
Thickness direction |
|
TRANSVERSE SHEAR FORCE YZ |
yz plane Shear Force about Thickness
direction |
Shell
Element Stresses |
S-XX |
x
Axial Stress |

|
S-YY |
y
Axial
Stress |
|
S-ZZ |
y
Axial Stress |
|
S-XY |
xy Axial Shear Stress |
|
S-MAJOR PRINCIPAL(V) |
Maximum
Principal Stress |
|
S-MINOR PRINCIAL(V) |
Minimum
Principal Stress |
|
S-MAX SHEAR |
Maximum
Shear Stress |
|
S-VON MISES |
von
Mises Stress |
|
|
Shell
Elemnet Strains |
E-XX |
GCS
X Strain |

|
E-YY |
GCS
Y Strain |
|
E-ZZ |
GCS
Z Strain |
|
E-XY |
GCS
XY Strain |
|
E-MAJOR PRINCIPAL (V) |
Maximum Strain of Principal Stress
about Main Axis |
|
E-MINOR PRINCIPAL (V) |
Minimum
Strain of Principal Stress about Main Axis |
|
MAX SHEAR |
Maximum
Shear Strain |
|
E-VON MISES |
von
Mises Strain |
Solid
Stresses |
S-XX |
Effective
Stress of GCS X
|

|
S-YY |
Effective
Stress of GCS Y |
|
S-ZZ |
Effective
Stress of GCS Z |
|
SXY |
GCS
XY Shear Stress |
|
SYZ |
GCS
YZ Shear Stress |
|
SXZ |
GCS
XZ Shear Stress |
|
S-PRINCIPAL A~C(V) |
Principal
Stresses (B(V) > C(V) > A(V)) |
|
S-MAX SHEAR |
Maximum
Shear Stress |
|
S-EQUIVALENT |
Equivalent
Stress |
|
S-VON MISES |
von Mises Stresses |
|
PLASTIC STATUS |
Plastic
Status of Ground Element |
|
MEAN EFFECTIVE PRESSURE |
Mean
Effective Pressure |
|
S-XX TOTAL |
Total
Stress of GCS X |
|
S-YY TOTAL |
Total
Stress of GCS Y |
|
S-ZZ TOTAL |
Total
Stress of GCS Z |
|
MEAN TOTAL PRESSURE |
Mean
Total Pressure |
|
PORE STRESS |
Pore
Stress (=Hydrostatic
Pore Stress + Excessive
Pore Stress) |
|
EXCESSIVE PORE STRESS |
Excessive
Pore Stress |
Solid
Strains |
E-XX |
GCS
X Elastic Strain |

|
E-YY |
GCS
Y Elastic Strain |
|
E-ZZ |
GCS
Z Elastic Strain |
|
E-XY |
GCS
XY Elastic Strain |
|
E-YZ |
GCS
YZ Elastic Strain |
|
E-ZX |
GCS
XZ Elastic Strain |
|
E-PRINCIPAL A~C |
Principal
Stress Strain of Main Axis |
|
E- MAX SHEAR |
Maximum
Shear Strain |
|
E- EQUIVALENT |
Equivalent
Strain |
|
E- VON MISES |
von Mises
Strain |
|
E- EFFECTIVE PLASTIC |
Equivalent
Plastic Strain |
Node
Seepage Results |
TOTAL HEAD |
Total
Head |

|
PORE PRESSURE HEAD |
Pore
Pressure Head |
|
PORE PRESSURE |
Pore
Pressure |
|
FLOW RATE |
Flow
Rate |
|
APPLIED SEEPAGE FLOW |
Flow Rate about Flux |
|
REACTION SEEPAGE FLOW |
Flow Rate about Head / Pressure |
Plane
Strain Seepage Result |
HYDRAULIC GRADIENT X(V) |
x
Hydraulic Gradient |

|
HYDRAULIC GRADIENT Y(V) |
y
Hydraulic
Gradient |
|
HYDRAULIC GRADIENT RESULTANT(V) |
xyz
Hydraulic Gradient |
|
SEEPAGE FLOW VELOCITY X(V) |
x
Seepage
Flow Velocity |
|
SEEPAGE FLOW VELOCITY Y(V) |
y
Seepage
Flow Velocity |
|
SEEPAGE FLOW VELOCITY RESULTANT(V) |
xyz
Seepage
Flow Velocity |
|
PERMEABILITY A~B |
x,y,z
Conductivity |
|
VOLUMETRIC WATER CONTENT |
Volumetric
Water Content |
|
DEGREE OF SATURATION |
Degree
of Saturation |
3D
Elem Seepage Results |
HYDRAULIC GRADIENT X,Y,Z |
x,y,z
Hydraulic
Gradient |

|
HYDRAULIC GRADIENT XY |
xy Hydraulic Gradient |
|
HYDRAULIC GRADIENT YZ |
yz Hydraulic Gradient |
|
HYDRAULIC GRADIENT XZ |
xz Hydraulic Gradient |
|
HYDRAULIC GRADIENT RESULTANT |
xyz Hydraulic Gradient |
|
FLOW VELOCITY X,Y,Z |
x,y,z Seepage Flow
Velocity |
|
FLOW VELOCITY XY,YZ,XZ |
x,y,z Seepage Flow
Velocity |
|
FLOW VELOCITY RESULTANT |
xyz
Seepage
Flow Velocity |
|
PERMEABILITY A~B |
x,y,z
Conductivity |
|
VOLUMETRIC WATER CONTENT |
Volumetric
Water Content |
|
DEGREE OF SATURATION |
Degree
of Saturation |