Complete the Table below for the Theoretical Stresses

Using beam theory, calculate the theoretical value of stress at $1000$ lbs $.$ applied load.

$=-\frac{My}{\text{I}}$

M

bending moment at location of interest

$y$ distance from centroid, positive direction upward

I moment of inertia of the cross$-$section about the centroid

Bending Moment at Gage Location: $q,$

Moment of Inertia: $q,$

$\backslash$table$[[$Cage No$,,$Distance from Centroid, $y(in).,$Stress Calculated by Theory, $($psi$)],[1,,],[2,,],[3,,],[4,,]]$