#pressures

pressures distribution for eccentrically loaded rectangular

at a point (x, y) can be expressed as: \[ \sigma_{x,y} = \frac{N}{A} + \frac{M \cdot y}{I} \] where: \(A\) is the cross-sectional area \(I\) is the moment of inertia about the neutral axis \(y\) is the distance from the neutral