A steel wide flange beam W14 X 26 carries the load. Compute the maximum deflection between the supports and at each end. The beam is seperated into sections A,B,C,D,E. Point A is on the far left with a force of 20kN pushing down, 4m to the right is a point B and is being supported from the bottom by RB, another 4m to the right is point C and has a force of 30kN pushing down on it. Another 4m to the right is point D which is Rd and it supporting the beam from the bottom, the last point is point E which is 2m to the right and it has a force of 20kN pushing downwards on it.