Flat spring static

Binary

Spring Static Results Report (1)

Table of Contents

convm

148165_CURVED_H_SHAPE.PRT

Material Assignments
Loads / Constraints
Load Sets / Constraint Sets
Materials

condef

148165_CURVED_H_SHAPE.PRT

Material Assignments
Loads / Constraints
Load Sets / Constraint Sets
Materials

constr

148165_CURVED_H_SHAPE.PRT

Material Assignments
Loads / Constraints
Load Sets / Constraint Sets
Materials

vm

148165_CURVED_H_SHAPE.PRT

Material Assignments
Loads / Constraints
Load Sets / Constraint Sets
Materials

def

148165_CURVED_H_SHAPE.PRT

Material Assignments
Loads / Constraints
Load Sets / Constraint Sets
Materials

plev

148165_CURVED_H_SHAPE.PRT

Material Assignments
Loads / Constraints
Load Sets / Constraint Sets
Materials

convm

convm

Figure 1. convm

Links

Show Analysis Report File

148165_CURVED_H_SHAPE.PRT

Material Assignments

Material Assignment "MaterialAssign1"
References	Model (148165_CURVED_H_SHAPE.PRT)
Material	1075_STEEL

Loads / Constraints

Structural Load "load_left_right"
References	Surface (148165_CURVED_H_SHAPE.PRT) Surface (148165_CURVED_H_SHAPE.PRT)
Type	Force/Moment
Coordinate System	WCS (148165_CURVED_H_SHAPE.PRT)
Distribution	Total Load
Spatial Variation	Uniform
Force Components	Fx = 0, Fy = 92, Fz = 0 [N]
Moment Components	Mx = 0, My = 0, Mz = 0 [mm N]

Structural Constraint "center_constraint"
References	Surface (148165_CURVED_H_SHAPE.PRT)
Type	Displacement
Coordinate System	WCS (148165_CURVED_H_SHAPE.PRT)
Displacement	Dx : 0 [mm] Dy : Fixed Dz : Fixed
Rotation	Rx : Fixed Ry : Fixed Rz : Fixed

Load Sets / Constraint Sets

Structural Load Set "LoadSet1"
Loads	load_left_right

Structural Constraint Set "ConstraintSet1"
Constraints	center_constraint

Materials

Material "1075_STEEL"
Type	Isotropic
Density	7.86e-09 [tonne / mm^3]
Young's Modulus	207000 [N / mm^2]
Poisson's Ratio	0.33
Conductivity	0 [N / (sec C)]
Specific Heat	0 [mm^2 / (sec^2 C)]
Thermal Expansion	0 [/ C]
Shear Stiffness	77819.5 [N / mm^2]
Failure Criteria	None

condef

condef

Figure 2. condef

Links

Show Analysis Report File

148165_CURVED_H_SHAPE.PRT

Material Assignments

Material Assignment "MaterialAssign1"
References	Model (148165_CURVED_H_SHAPE.PRT)
Material	1075_STEEL

Loads / Constraints

Structural Load "load_left_right"
References	Surface (148165_CURVED_H_SHAPE.PRT) Surface (148165_CURVED_H_SHAPE.PRT)
Type	Force/Moment
Coordinate System	WCS (148165_CURVED_H_SHAPE.PRT)
Distribution	Total Load
Spatial Variation	Uniform
Force Components	Fx = 0, Fy = 92, Fz = 0 [N]
Moment Components	Mx = 0, My = 0, Mz = 0 [mm N]

Structural Constraint "center_constraint"
References	Surface (148165_CURVED_H_SHAPE.PRT)
Type	Displacement
Coordinate System	WCS (148165_CURVED_H_SHAPE.PRT)
Displacement	Dx : 0 [mm] Dy : Fixed Dz : Fixed
Rotation	Rx : Fixed Ry : Fixed Rz : Fixed

Load Sets / Constraint Sets

Structural Load Set "LoadSet1"
Loads	load_left_right

Structural Constraint Set "ConstraintSet1"
Constraints	center_constraint

Materials

Material "1075_STEEL"
Type	Isotropic
Density	7.86e-09 [tonne / mm^3]
Young's Modulus	207000 [N / mm^2]
Poisson's Ratio	0.33
Conductivity	0 [N / (sec C)]
Specific Heat	0 [mm^2 / (sec^2 C)]
Thermal Expansion	0 [/ C]
Shear Stiffness	77819.5 [N / mm^2]
Failure Criteria	None

constr

constr

Figure 3. constr

Links

Show Analysis Report File

148165_CURVED_H_SHAPE.PRT

Material Assignments

Material Assignment "MaterialAssign1"
References	Model (148165_CURVED_H_SHAPE.PRT)
Material	1075_STEEL

Loads / Constraints

Structural Load "load_left_right"
References	Surface (148165_CURVED_H_SHAPE.PRT) Surface (148165_CURVED_H_SHAPE.PRT)
Type	Force/Moment
Coordinate System	WCS (148165_CURVED_H_SHAPE.PRT)
Distribution	Total Load
Spatial Variation	Uniform
Force Components	Fx = 0, Fy = 92, Fz = 0 [N]
Moment Components	Mx = 0, My = 0, Mz = 0 [mm N]

Structural Constraint "center_constraint"
References	Surface (148165_CURVED_H_SHAPE.PRT)
Type	Displacement
Coordinate System	WCS (148165_CURVED_H_SHAPE.PRT)
Displacement	Dx : 0 [mm] Dy : Fixed Dz : Fixed
Rotation	Rx : Fixed Ry : Fixed Rz : Fixed

Load Sets / Constraint Sets

Structural Load Set "LoadSet1"
Loads	load_left_right

Structural Constraint Set "ConstraintSet1"
Constraints	center_constraint

Materials

Material "1075_STEEL"
Type	Isotropic
Density	7.86e-09 [tonne / mm^3]
Young's Modulus	207000 [N / mm^2]
Poisson's Ratio	0.33
Conductivity	0 [N / (sec C)]
Specific Heat	0 [mm^2 / (sec^2 C)]
Thermal Expansion	0 [/ C]
Shear Stiffness	77819.5 [N / mm^2]
Failure Criteria	None

vm

Figure 4. vm

Links

148165_CURVED_H_SHAPE.PRT

Material Assignments

Material Assignment "MaterialAssign1"
References	Model (148165_CURVED_H_SHAPE.PRT)
Material	1075_STEEL

Loads / Constraints

Structural Load "load_left_right"
References	Surface (148165_CURVED_H_SHAPE.PRT) Surface (148165_CURVED_H_SHAPE.PRT)
Type	Force/Moment
Coordinate System	WCS (148165_CURVED_H_SHAPE.PRT)
Distribution	Total Load
Spatial Variation	Uniform
Force Components	Fx = 0, Fy = 92, Fz = 0 [N]
Moment Components	Mx = 0, My = 0, Mz = 0 [mm N]

Structural Constraint "center_constraint"
References	Surface (148165_CURVED_H_SHAPE.PRT)
Type	Displacement
Coordinate System	WCS (148165_CURVED_H_SHAPE.PRT)
Displacement	Dx : 0 [mm] Dy : Fixed Dz : Fixed
Rotation	Rx : Fixed Ry : Fixed Rz : Fixed

Load Sets / Constraint Sets

Structural Load Set "LoadSet1"
Loads	load_left_right

Structural Constraint Set "ConstraintSet1"
Constraints	center_constraint

Materials

Material "1075_STEEL"
Type	Isotropic
Density	7.86e-09 [tonne / mm^3]
Young's Modulus	207000 [N / mm^2]
Poisson's Ratio	0.33
Conductivity	0 [N / (sec C)]
Specific Heat	0 [mm^2 / (sec^2 C)]
Thermal Expansion	0 [/ C]
Shear Stiffness	77819.5 [N / mm^2]
Failure Criteria	None

def

def

Figure 5. def

Links

148165_CURVED_H_SHAPE.PRT

Material Assignments

Material Assignment "MaterialAssign1"
References	Model (148165_CURVED_H_SHAPE.PRT)
Material	1075_STEEL

Loads / Constraints

Structural Load "load_left_right"
References	Surface (148165_CURVED_H_SHAPE.PRT) Surface (148165_CURVED_H_SHAPE.PRT)
Type	Force/Moment
Coordinate System	WCS (148165_CURVED_H_SHAPE.PRT)
Distribution	Total Load
Spatial Variation	Uniform
Force Components	Fx = 0, Fy = 92, Fz = 0 [N]
Moment Components	Mx = 0, My = 0, Mz = 0 [mm N]

Structural Constraint "center_constraint"
References	Surface (148165_CURVED_H_SHAPE.PRT)
Type	Displacement
Coordinate System	WCS (148165_CURVED_H_SHAPE.PRT)
Displacement	Dx : 0 [mm] Dy : Fixed Dz : Fixed
Rotation	Rx : Fixed Ry : Fixed Rz : Fixed

Load Sets / Constraint Sets

Structural Load Set "LoadSet1"
Loads	load_left_right

Structural Constraint Set "ConstraintSet1"
Constraints	center_constraint

Materials

Material "1075_STEEL"
Type	Isotropic
Density	7.86e-09 [tonne / mm^3]
Young's Modulus	207000 [N / mm^2]
Poisson's Ratio	0.33
Conductivity	0 [N / (sec C)]
Specific Heat	0 [mm^2 / (sec^2 C)]
Thermal Expansion	0 [/ C]
Shear Stiffness	77819.5 [N / mm^2]
Failure Criteria	None

plev

plev

Figure 6. plev

Links

Show Analysis Report File

148165_CURVED_H_SHAPE.PRT

Material Assignments

Material Assignment "MaterialAssign1"
References	Model (148165_CURVED_H_SHAPE.PRT)
Material	1075_STEEL

Loads / Constraints

Structural Load "load_left_right"
References	Surface (148165_CURVED_H_SHAPE.PRT) Surface (148165_CURVED_H_SHAPE.PRT)
Type	Force/Moment
Coordinate System	WCS (148165_CURVED_H_SHAPE.PRT)
Distribution	Total Load
Spatial Variation	Uniform
Force Components	Fx = 0, Fy = 92, Fz = 0 [N]
Moment Components	Mx = 0, My = 0, Mz = 0 [mm N]

Structural Constraint "center_constraint"
References	Surface (148165_CURVED_H_SHAPE.PRT)
Type	Displacement
Coordinate System	WCS (148165_CURVED_H_SHAPE.PRT)
Displacement	Dx : 0 [mm] Dy : Fixed Dz : Fixed
Rotation	Rx : Fixed Ry : Fixed Rz : Fixed

Load Sets / Constraint Sets

Structural Load Set "LoadSet1"
Loads	load_left_right

Structural Constraint Set "ConstraintSet1"
Constraints	center_constraint

Materials

Material "1075_STEEL"
Type	Isotropic
Density	7.86e-09 [tonne / mm^3]
Young's Modulus	207000 [N / mm^2]
Poisson's Ratio	0.33
Conductivity	0 [N / (sec C)]
Specific Heat	0 [mm^2 / (sec^2 C)]
Thermal Expansion	0 [/ C]
Shear Stiffness	77819.5 [N / mm^2]
Failure Criteria	None