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

|
TX REACTION FORCE
|
GCS X Reaction
|
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TY REACTION FORCE
|
GCS Y Reaction
|
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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
|
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RY ROTATION
|
GCS Y Rotational Displacement
|
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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 (A(V) >B(V) > C(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
|