Rivets under combined stresses must be subjected to a limit as Where, τv and σt = The actual shear and tensile stresses in the rivets, respectively. τvf and σtf = Allowable shear and tensile stresses in the rivets, respectively.   

1
\(\frac{{{\tau _v}}}{{{\tau _{vf}}}} + \frac{{{\sigma _t}}}{{{\sigma _{tf}}}} \le 2.0\)
2
\(\frac{{{\tau _v}}}{{{\tau _{vf}}}} + \frac{{{\sigma _t}}}{{{\sigma _{tf}}}} \le 1.5\)
3
\(\frac{{{\tau _v}}}{{{\tau _{vf}}}} + \frac{{{\sigma _t}}}{{{\sigma _{tf}}}} \le 1.0\)
4
\(\frac{{{\tau _v}}}{{{\tau _{vf}}}} + \frac{{{\sigma _t}}}{{{\sigma _{tf}}}} \le 1.4\)

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