Assume the support at B is a roller. Point C is located just to the right of the F = 13-kip load.   D) Determine the internal normal force at point D. ND = ? E) Determine the shear force at point D. VD = ? F) Determine the bending moment in the beam at point D. MD = ?

Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Consider the given figure. Given: P = 610 N. C A D 200 mm 200 mm 200 mm P B Draw the shear and bending-moment diagrams for the beam AB. (You must provide an answer before moving on to the next par (Please upload your solution/response using the controls below.)

Refer to the beam shown below. Internal hinges are installed at points C and E. P = 47.25 kN P (KN) 20 kN/m A D E F +200 mt200 m-i -200 m-| 1 m|- 3.00 m- 2.00 m- - 2.00 m- 1 m a) Determine the support reactions. b) Calculate for the maximum positive and negative bending moment. c) Draw the shear and moment diagram (specify magnitudes at indicated points A, B, C, D, E, at maximum and minimum points, zero shear/s, zero moment/s etc.)

W= 250N a) find the reaction forces that occurs in the beam shown in the figure 3b) make a V and M diagram c) find the center of gravity to the cross section