A structural element is subjected to pure shear of 80 N/mm2, as shown in the figure. The yield stresses both in tension and in compression are 240 N/mm2. According to the maximum normal stress theory, the factors of safety in tension and compression are, respectively,
σ2=−τ=−80N/mm2
σy=±240N/mm2
According to maximum normal shear theory In tension,
σ1≥σyFOS
∴FOS=3
In compression,
σ2≤−σyFOS
∴FOS=3