Replace all KN units with Kips and All meter units with feet 1. In detailed calculations show that the reactions at A and B are 9.5 Kip and 10.5 Kip respectively. 2. 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) 3. Draw the moment Diagram 4. Label all necessary values ON THE DIAGRAM 5. What is the maximum bending moment 6. Knowing that the steel beam is W12x58, determine the maximum bending stress (in ksi) located at the top or bottom of the beam