The beam supports the distributed load with w_max = 4.4 kN/m as shown. The reactions at the supports A and B are vertical.
Part A
Determine the resultant internal loadings acting on the cross section at point C. Express your answers, separated by commas, to three significant figures.
Nc, Vc, Mc = 0, 3.03, 6.86 kN, kN, kN-m