jmkcourse
Sep3-10, 03:24 PM
Hi,
I am a small doubt...its so said that for an axis-symmetrical loading, the shear stresses in \theta direction are identically zero. That is \taur\theta and \tau\thetaz are both zero. Can someone explain it more clearly????
I am a small doubt...its so said that for an axis-symmetrical loading, the shear stresses in \theta direction are identically zero. That is \taur\theta and \tau\thetaz are both zero. Can someone explain it more clearly????