$2.$ Two anchorages for fall protection are to be put on the $\backslash (\backslash$mathrm$\{$W$\}16\backslash$times $36\backslash )$ beam in the Northwest corner of the building $($the beam runs East west from the corner$).$ The $\backslash (1^\{\backslash$text $\{$st $\}\}\backslash )$ anchorage is $5$ feet from the corner column and the second anchorage is $14$ feet from the corner column. Load $\backslash (1=\backslash$operatorname$\{$Load$\}2=\backslash )\backslash (5,000\backslash$mathrm$\{$lb$\}\backslash ),$ the length of the beam is $17$ feet. A W $16$ x $36$ wide flange beam weighs $36$ pounds per foot.

Provide the following:

$-$ Draw a free body diagram of the forces. $(15$ points$)$

$-$ What is the equivalent unit load from the weight of the beam, and where is the equivalent load? $(15$ points$)$

$-$ For the pin$-$roller simply support beam, calculate the reaction forces at supports A and B$.(20$ points$)$