PPT Slide
Since we were given the value of ?12, we must therefore first establish the principal stresses. Invoke Eq. 4-37.
?1 = 160 MPa; ?2 = 30 MPa; ?1 = 0
According to Tresca, ?max = (160 - 0)/2 = 80 MPa
For yielding in uniaxial tension:
Since the 80 MPa > 75 MPa, Tresca criterion would be unsafe.