A tie bar of 100 mm width and 16 mm thickness is to be welded to another plate using "8 mm fillet weld" (as shown in figure below). If the tensile capacity of plate is 240 kN and the shear stress in weld is 110.0 N/mm$^2$, the minimum overlap required will be:
Job | U | V | W | X | Y | Z |
Workstation 1 | 5 | 7 | 3 | 4 | 6 | 8 |
Workstation 2 | 4 | 6 | 6 | 8 | 5 | 7 |