Highway uniform load = 100 kN/m; highway point load = 200 kN; uniform dead load = 30 kN/m; point dead load at midspan = 50 kN. a. Calculate the maximum bending moment at a point 4m from the left support b. Calculate the maximum shear at a point 6m from the left support

Problem 1 Complete 5.117 from the course text. 5/117 Determine the reactions at A and B for the beam subjected to the distributed and concentrated loads. 2 kN/m Hint: w | w = w₁ + kx² 0.6 m A 1.4 m 6 kN/m Problem 5/117 Tapvideo B 0.4 m 0.6 m 2 4 kN 0.5 m *. First, turn the distributed load into a point force applied at the area centroid. Next, arefully draw the FBD and apply equilibrium equations.