(a) derive equations for the shear force V and the bending moment M for any location in the beam. Place the origin at point A. (b) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Use your diagrams to determ maximum shear force and maximum bending moment. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter yo shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. Wo A В L. Answer: Vmax = kN Mmax = kN-m

For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.)  Let a=4.50 m, b=5.00 m, c= 2.75 m, P = 33kN and M = 195kN-m. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. 1.Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) (in kN) 2.Determine the shear force acting at each of the following locations: (in kN)(a) x = 4.50- (i.e., just to the left of point B)(b) x = 4.50+ (i.e., just to the right of point B)(c) x = 9.50- (i.e., just to the left of point C)(d) x = 9.50+ (i.e., just to the right of point C)Note that x = 0 at support A. 3. Determine the bending-moment…

red is the correct answer

Note:Hand written solution not allowed.