| THEORY & FORMULAE |
In a fillet weld, the two parts to be joined together are placed one on top of the other and the right-angle corners created are filled with weld. Consider a fillet welded connection (2 fillet welds) carrying a load as shown, which results in a shear force and torque in the weld. The stresses acting in the weld are described by the equations below:
    
where
     L = length of weld
     H = throat depth of weld
     P = applied force
     Lo = perpendicular distance from centroid of weld group to applied force
     do = distance from centroid of weld group to centerline of weld
     ro = radial distance to farthest point on weld (derived)
     α = angle enclosed by ro and the vertical (derived)
     Jgroup = polar moment of inertia of the 2 welded areas about centriod of weld group
     τshear = shear stress in weld due to shear force
     τtorsion = shear stress in weld due torsion
     τmax = resultant maximum shear stress in weld
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