Approximate Shear Stresses in Beams of Circular Cross Section
There is no simple way to determine the shear stresses acting on the entire cross section of a circular beam, but we can approximate the shear stress acting at the neutral axis.
assumptions
- The shear stresses along the neutral axis act parallel to the y axis.
- The shear stresses have a constant intensity across the width of the beam.
solid circular beams
hollow circular beams