Define Units
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Project Information
E.D.G Project No. xxxx.xxx
Engineer: KM
Notes:
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Sling Loading
Static Sling Load
Shackle Inputs
Cross By Shackle Type- G2130
Material Properties
Yield Strength
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Lifting Eye Dimensions
Main Plate Thickness
Cheek Plate Radius
Main Plate Eye Height
Distance from C/L to weld,
Gusset Plate Dimensions
Gusset Plate Thickness
(top/left piece)
Gusset Plate Width
(top/left piece)
Gusset Plate Thickness
(bottom/right piece)
Gusset Plate Width
(bottom/right piece)
Gusset Plate Spacing
(C/L to C/L)
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Lifting Eye Design Loads
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Section Properties for Lift Eye
Area
Moment of Inertia Major Axis (Iz)
Section Modulus Major Axis
Section Modulus Minor Axis
Shear Area Parallel to MPL
Shear Area perpendi. to MPL
Mp must be 1.953x10^3 kip*in
Actual V alue of Ic=2262 in^3
Actual Stresses
Axial Stress
Max. Shear Stress
Block Shear Stress Ratio
RESULTS SUMMARY
UNITY RATIO
STRESS
Max. Principal Stress (MPL @ Center)
Max. Principal Stress(MPL @ End)
Max. Shear Stress (MPL)
Max. Principal Stress (GPL @ Center)
Max. Principal Stress (GPL @ End)
Max. Shear Stress (GPL)
Max. Bearing Stress
Max. Shear Stress (@ Hole)