Analysis the structure shown above. From the analysis, design the tension

member BD$.$ Member BD connects to joints B and D with $6-7/8"\frac{O}{?}$ bolts at each

joint. The bolts are in two rolls of three bolts. Remember, you will need to

consider the stretch in member BD$.($Hint: This is a composite structure as we

learned in structural analysis.$)$ For analysis assume the beam has a cross$-$sectional

area of $10$ in$.{?}^2,$ and a moment of inertia of $150in.{?}^4.$ Neglect the weight of the

beam in your analysis. The service load shown at joint $A$ is a live load. Use the

preferred steel for the section you use for member BD$.$