PROBLEM $3$

If you have a beam that is a vertically oriented $8xx{12}^{\text{'}\text{'}}$ wood beam with the following material and cross$-$sectional properties: o modulus of elasticity $(E)=1,700\frac{k}{i}{n}^2$

o moment of inertia $(I)=??($solve for this$)$

Determine the deflection $($ or $)$ using the formula below. $($Remember to change the length of the span $($L$)$ to inches for unit consistency, and that the value of $P=5k).$ You will need to solve for lxx for the rectangular section.

This is the standard equation to find the maximum beam deflection when you have a single point load at