a) Find the support response in the y direction at point A. (Write your result in KN) b) Find the support response in the y direction at point D. (Write your result in KN). c) Find the shear force at point B. (Write your result in kN) d) Find the bending moment at point B. (Write your result in KN). e) Find the normal stress due to the bending moment at point E in the section taken from the B line of the beam. (Write your result in MPa). f) Find the shear stress due to the shear force at point E in the section taken from the B line of the beam. (Write your result in MPa). F = 20 kN single load, M = 21 kN.m moment and w = 20 kN/m distributed load act on the beam whose loading condition is given in the figure. The length L is given as I = 6 m. The cross-sectional characteristics of the beam are body height y_{g} = 170mm body thickness x_{g} = 10mm flange width x_{f} = 120 mm, flange height y_{f} = 10 mm. Point E on the beam section is located just below the flange-body junction. According to this: F KN w kN/m B 2L MkN.m Yf E I xa