The figure shows a section of a prismatic bar. The stresses labeled sigma on a section labeled a a are directed rightwards. The load on the left end of the bar is directed leftwards.
 

This internal force distribution is called stress. Since the area exposed at section a-a is perpendicular to the line of action of force P, the stress is called normal stress (denoted by the symbol σ).

The normal stress acting on the cut surface may be calculated from σ=P/A, provided that the stress is uniformly distributed. The stress will be uniform in this case since the cross section is constant and the force P is applied at the centroid.