1. Determine the reactions at the fixed support at O. Include a FBD of the beam with your solution. 4 kN/m 2 m 6 kN/m -1.5 m- 2. Solve for the reactions at A and I. Then determine the force in members EF, EP and LK using Method of Sections. State if these members are in tension or compression. BCDEFG 2 kN 5 KN 3 KN 2kN -16 m, 8 @ 2 m 2 m 2'm