A flat plate is welded to a gusset plate by fillet weld of size 10 mm. The angle between the fusion faces and the effective length of the weld is 85° and 300 mm respectively. If the axial factored load acting on the plate is 250 kN, then the average shear stress produced in the weld is

1
142 MPa
2
166 MPa
3
119 MPa
4
138MPa

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