Please fully solve and show all steps and work. Here is Appenix A$.$ Appendix A: Balsa Wood $(1/8\backslash$times $1/8)$ Member Capacity$*$

$$ Tension Member Capacity: $53\mathrm{.}1$ lbs

$$ Compression Member Capacity is per the table below:

Length

$($inches$)11\mathrm{.}522\mathrm{.}533\mathrm{.}544\mathrm{.}55$

Capacity

$($lbs$.)53\mathrm{.}453\mathrm{.}430\mathrm{.}119\mathrm{.}313\mathrm{.}49\mathrm{.}87\mathrm{.}55\mathrm{.}94\mathrm{.}8$

Length

$($inches$)5\mathrm{.}566\mathrm{.}577\mathrm{.}588\mathrm{.}599\mathrm{.}5$

Capacity

$($lbs$.)43\mathrm{.}32\mathrm{.}92\mathrm{.}52\mathrm{.}11\mathrm{.}91\mathrm{.}71\mathrm{.}51\mathrm{.}3$

$*$Data is from Marlor R$.,$A design project for a mechanics and statics course.$$

The following equation can be used to determine the compression member capacity for

intermediate lengths $>1\mathrm{.}5$ not listed above:

Capacity $=120\mathrm{.}17($Length$)^(-1\mathrm{.}9985)$