Results List – MIDAS Support

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* GCS (Global Coordinate System)

** ECS (Element Coordinate System)

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
Truss Element Forces	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
Truss Element Stresses	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
Truss Element Strains	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