This document discusses different types of stresses and how to represent stress tensors in 2D and 3D. It introduces normal stresses that act perpendicular to a plane, and shear stresses that act parallel to a surface. It then describes using a stress vector and unit vector n to represent the stress tensor in 3D as an ellipsoid equation. For 2D representation, it recommends using a Mohr circle diagram to show the range of stresses in any direction in a hatched region.