Replace all KN units with Kips and All meter units with feet

In detailed calculations show that the reactions at A and $B$ are $9\mathrm{.}5$ Kip and $10\mathrm{.}5$ Kip respectively.

Use the answers in #$1$ and draw the shear diagram. Show on the shear diagram the point of zero shear. $($shear line hits the $x$ coordinate$)$

Draw the moment Diagram

Label all necessary values ON THE DIAGRAM

What is the maximum bending moment

Knowing that the steel beam is $W1258,$ determine the maximum bending stress $($in ksi$)$ located at the top or bottom of the beam.