PART 1 :: For the structural beam shown below, construct the shear force and bending moment diagrams aligned below a FBD. Determine the magnitude and location of the maximum shearing force stress and bending moment. Do not use a FOS in your calculations. Use the material property listed below. Density Sy Su Elongation Shear Modulus Elastic Modulus Processing Material kg/m MPa MPa % GPa GPa ASTM A500-10 (shape) 7861 317.2 399.9 23.0 n/a 186.16 Grade B Cold Formed Welded PART 2: Consulting your textbook [5th edition] Beam Table: A-7(SI) Properties of steel wide-flange shapes (W-shapes) determine the lightest bridge structural member shape that will carry the loads listed below. A X1 = 8.50 m X2 = 21.00 m F X1 P C X2 NOTE: Do not use factor of safety F = 8.00 kN/m P = 32.00 KN