$1.$ Nonstructural Content $-$ Response spectra provide the most probable maximum response $($ y $-$axis$)$ for a given period $($ x $-$axis$).$ These can be created not only using input ground motions but also the accelerations gathered at the floor level. On the floor level, we will consider two different pieces of equipment and consider its performance.

Considering this, you are provided the Displacement and Acceleration floor response spectra plots on page $2.$ These two images have three curves:

$-$ Input $-$ This is the spectrum created using the input ground motion. These provide context of amplification through the structure.

$-\backslash (2^\{\backslash$text $\{$nd $\}\}\backslash )$ Floor and $\backslash (4^\{\backslash$text $\{$th $\}\}\backslash )$ Floor $-$ These are the spectra created for those specific floors and reflect what would be experienced on those floors.

a$.$ Using the provided plots, determine the spectral Acceleration and Displacement associated with Equipment $\backslash$#$1$ with $\backslash (\backslash$mathrm$\{$T$\}=0\mathrm{.}5\backslash )$ s and Equipment $\backslash$#$2$ with $\backslash (\backslash$mathrm$\{$T$\}=1\backslash$mathrm$\{$~s$\}\backslash )$ at the $4$ floor. Provide in units of g and inches, respectively. $(2$ points$)$