2. For the hinged beam system shown in Figure 1: a) Determine reactions at A and E. Also determine reaction at pin C. b) draw segment FBDs, establish the equations of the internal shearforces and bending moments of segments AB,BD, and DC, i.e. determine VAB?(x),MAB?(x),VBC?(x),MBC?(x),VCE?(x),&MCE?(x). c) draw the shear-force and bending moment diagrams (Note: Provide the shear and bending moment values at A,B,C,E and other critical locations), identify the most critical section, and record the values of V and M in the most critical section (write the values \& units in the box located at the bottom of template), d) at the critical section identified in part (b) above, determine the maximum tensile and compressive stresses ((?max?)t?&(?max?)c?), the maximum transverse shear stress (?max?)V?, and, e) the absolute maximum shear stress, ?max?. (Note: Explore all points of interest of the identified critical section to determine the largest absolute maximum shear stress.) Note: Use the following cross-sectional properties for stress analysis: Figure 2. Cross-Section of Beam - y??=9.25in,INA?=Iz?=398.5in4.