Recent content by habibi69

So then there would also be a shear stress caused by the load right? I'm getting confused now Unless we assume that the beam is under pure bending, then there would be no shear

So is there no stress on the z face, σ_{z} ?

Homework Statement An element is taken from the wall end of the cantilever beam that is loaded as per the diagram. What are the stress components of the element, taken at x=0, y=h/2, z=0 Homework Equations σ=My/IThe Attempt at a Solution So from the shear moment diagram, the moment and shear...