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Spring Static Results Report



Table of Contents


def

def
Figure 1. def
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vm

vm
Figure 2. vm
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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)
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 "Constraint1"
References Edge (148165_CURVED_H_SHAPE.PRT)
Edge (148165_CURVED_H_SHAPE.PRT)
Edge (148165_CURVED_H_SHAPE.PRT)
Edge (148165_CURVED_H_SHAPE.PRT)
Type Displacement
Coordinate System WCS (148165_CURVED_H_SHAPE.PRT)
Displacement Dy : Fixed
Rotation Ry : Fixed

Structural Constraint "Constraint2"
References Edge (148165_CURVED_H_SHAPE.PRT)
Edge (148165_CURVED_H_SHAPE.PRT)
Edge (148165_CURVED_H_SHAPE.PRT)
Edge (148165_CURVED_H_SHAPE.PRT)
Type Displacement
Coordinate System WCS (148165_CURVED_H_SHAPE.PRT)
Displacement Dy : Fixed
Rotation Ry : Fixed

Load Sets / Constraint Sets

Structural Load Set "LoadSet1"
Loads load_left_right

Structural Constraint Set "ConstraintSet1"
Constraints Constraint1
Constraint2

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


P_level

P_level
Figure 3. P_level
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convdef

convdef
Figure 4. convdef
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convm

convm
Figure 5. convm
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constr

constr
Figure 6. constr
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