Material Grade (MPa): Shackle (ton): {{shackleStatus}}

Safe Working Load (ton) : Safety Factor : Design Sling Force = {{force | number : 1}} kN

Attribute	Design	Capacity	Ratio	Status
Pull Out Tension (kN)	{{force \| number : 1}}	{{Tension \| number : 1}}	{{force / Tension \| number : 2}}	{{tensionStatus}} {{srystatus}}
Shear Tear Out (kN)	{{force \| number : 1}}	{{shearTearOut \| number : 1}}	{{force/shearTearOut \| number : 2}}	{{shearTearstatus}} {{srystatus}}
Bearing (kN)	{{force\| number : 1}}	{{bearingLoad \| number : 1}}	{{force/bearingLoad \| number : 2}}	{{Bstatus}}
Overall	-	-	{{maxDC \| number : 2}}	{{memstatus}}

Lifting Lug Calculations

Net Section Area (Lug Area Section through X-X) = {{netArea| number : 0}} mm2

Tension Stress = Sling Force/Net Section Area = {{forceN | number : 0}}/{{netArea| number : 0}} = {{tensStress| number : 0}} N/mm2

Ultimate Stress Limit = {{tensAllowed| number : 0}} N/mm2

Tension Resistance = Ultimate Tensile Strenght x Net Section Area = {{Tension| number : 2}} kN

Tension Force = {{force | number : 1}} kN

Shear Plane Area = Net Section Area = {{shearArea| number : 0}} mm2

Tear Out Stress = Sling Force/Shear Plane Area = {{forceN | number : 0}}/{{shearArea| number : 0}} = {{shearStress| number : 0}} N/mm2

Ultimate Shear Stress Limit = {{shearAllowed| number : 0}} N/mm2

Shear Tear Out Resistance = Yield Strenght x Shear Plane Area = {{shearTearOut| number : 2}} kN

Shear Tear Out Force = {{force | number : 1}} kN

Bearing Area (bearing surface is diameter of Pin) = {{bearingArea| number : 0}} mm2

Bearing Resistance = 1.5 x Ultimate Tensile Strenght x Bearing Area = {{bearingLoad| number : 2}} kN