The beam shown in Figure Q.2 consists of a W610 x 140 structural steel wide-flange shape [E=200 GPa; /= 1120 x 106 mm4]. If w=59 kN/m and P=129 kN, determine: 4.3, V 1.5 m B W 3.5 m P с 2.5 m D Figure Q.2 Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore, the released beam is simply supported between A and D.

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Belonging to the beam given belowa) Find the reaction forces on supports B and D.b) Draw the shear force and bending moment diagrams.c) Find the maximum bending stress according to the given cross-sectional area and show what point it is.

Given the data from the 2 pictures, answer the following: Use your shear force and bending moment diagrams to determine the maximum positive bending moment, Mmax, pos, the maximum negative bending moment, Mmax, neg and their respective locations, xmax, pos and xmax, neg. Use the bending-moment sign convention detailed in Section 7.2. The maximum negative bending moment is the negative moment with the largest absolute value. Enter the maximum negative bending moment as a negative value.