To determine the maximum safe value of \(p\) using the Tresca criteria, we first need to analyze the stress conditions in the cylinder. For a thin-walled cylinder under internal pressure, the hoop stress \(\sigma_h\) and the longitudinal stress \(\sigma_l\) are given by the formulas:
\(\sigma_h = \frac{p \cdot d}{2t}\)
\(\sigma_l = \frac{p \cdot d}{4t}\)
where \(d = 300 \, mm\) and \(t = 2 \, mm\). Calculating these:
\(\sigma_h = \frac{p \cdot 300}{2 \cdot 2} = \frac{75p}{1}\)
\(\sigma_l = \frac{p \cdot 300}{4 \cdot 2} = \frac{37.5p}{1}\)
The Tresca criterion is used to ensure that the maximum shear stress does not exceed the allowable shear stress. It is defined as:
\(\tau_{\text{max}} = \frac{\sigma_1 - \sigma_3}{2} \leq \tau_{\text{allowable}}\)
In a cylindrical vessel, the principal stresses are \(\sigma_1 = \sigma_h\), \(\sigma_2 = \sigma_l\), and \(\sigma_3 = 0\). Thus, the maximum shear stress is:
\(\tau_{\text{max}} = \frac{\sigma_h - 0}{2} = \frac{\sigma_h}{2}\)
Substitute the allowable shear stress:
\(35p \leq 70\)
\(p \leq 2 \, MPa\)
Thus, the maximum safe value for \(p\), considering the options provided, is \(1.87 \, MPa\).