8.1 Two plates are joined together by means of
fillet welds as shown in Fig. 8.72. The leg
dimension of the welds is 10 mm and the
permissible shear stress at the throat cross-
section is 75 N/mm". Determine the length of
each weld, if 15 mm weld length is required
for starting and stopping of the weld run.
[48 mm]
35 kN
35 kN
Fig. 8.72
