According to the Tresca criterion, the yield strength is determined by the maximum shear stress. The maximum shear stress (\( \tau_{{max}} \)) is given by:
\[
\tau_{{max}} = \frac{1}{2} \left( \sigma_1 - \sigma_3 \right)
\]
where \( \sigma_1 \) and \( \sigma_3 \) are the maximum and minimum principal stresses, respectively. In this case, the maximum principal stress is \( 300 \, {MPa} \), and the minimum principal stress is \( 100 \, {MPa} \). Therefore, the maximum shear stress is:
\[
\tau_{{max}} = \frac{1}{2} \left( 300 - 100 \right) = 100 \, {MPa}
\]
The yield strength, as per Tresca criterion, is twice the maximum shear stress:
\[
{Yield strength} = 2 \times \tau_{{max}} = 2 \times 100 = 200 \, {MPa}
\]
Thus, the yield strength lies between 199 to 201 MPa.