To determine which stress the plane inclined at \(45^\circ\) to the axis of an axial tensile load carries, we need to consider the stress transformation equations for a plane inclined at an angle \(\theta\) from the axis. When a member experiences axial tensile load, normal and shear stresses on any plane are given by the equations:
Normal Stress (\(\sigma_{\theta}\)):
\(\sigma_{\theta} = \frac{\sigma_x + \sigma_y}{2} + \frac{\sigma_x - \sigma_y}{2} \cos(2\theta) + \tau_{xy} \sin(2\theta)\)
Since only axial load \(\sigma_x\) is present and \(\sigma_y = \tau_{xy} = 0\), then:
\(\sigma_{\theta} = \frac{\sigma_x}{2} + \frac{\sigma_x}{2} \cos(2\theta)\)
Shear Stress (\(\tau_{\theta}\)):
\(\tau_{\theta} = -\frac{\sigma_x - \sigma_y}{2} \sin(2\theta) + \tau_{xy} \cos(2\theta)\)
Given \(\sigma_y = \tau_{xy} = 0\), the equation becomes:
\(\tau_{\theta} = -\frac{\sigma_x}{2} \sin(2\theta)\)
For the angle \(\theta = 45^\circ\), \(2\theta = 90^\circ\), and \(\sin(90^\circ) = 1\), thus the shear stress becomes:
\(\tau_{\theta} = -\frac{\sigma_x}{2}\)
This analysis shows that for a plane inclined at \(45^\circ\), the shear stress is maximized (\(\textbf{maximum shear stress}\)).