For the beam loaded as shown in Figure 3, the vertical reaction at support B is 6.53 kN.a) Considering the reference at the left-hand side, formulate the shear force and bendingmoment as functions of x, i.e., determine V(x) and M(x) for all segments of the beam.Provide all the required free body diagrams. b) Draw the shear force and bending moment diagrams. Identify the points withmaximum (positive and negative) shear force and bending moment. For the beam loaded as shown in Figure 3, the vertical reaction at support B is 6.53 kN.a) Considering the reference at the left-hand side, formulate the shear force and bendingmoment as functions of x, i.e., determine V(x) and M(x) for all segments of the beam.Provide all the required free body diagrams.b) Draw the shear force and bending moment diagrams. Identify the points withmaximum (positive and negative) shear force and bending moment.Ax1 kN/m3 kNB4 m4 m2 m 2 mFigure 3

First, we need to calculate the reaction at point A. The total load on the beam is the sum of the…

For the beam loaded as shown in Figure 3, the vertical reaction at support B is 6.53 kN. a) Considering the reference at the left-hand side, formulate the shear force and bending moment as functions of x, i.e., determine V(x) and M(x) for all segments of the beam. Provide all the required free body diagrams. b) Draw the shear force and bending moment diagrams. Identify the points with maximum (positive and negative) shear force and bending moment. A x 1 kN/m 3 kN B 4 m 4 m 2 m 2 m Figure 3

For the beam loaded as shown in Figure 3, the vertical reaction at support B is 6.53 kN. a) Considering the reference at the left-hand side, formulate the shear force and bending moment as functions of x, i.e., determine V(x) and M(x) for all segments of the beam. Provide all the required free body diagrams. b) Draw the shear force and bending moment diagrams. Identify the points with maximum (positive and negative) shear force and bending moment. A x 1 kN/m 3 kN B 4 m 4 m 2 m 2 m Figure 3

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter4: Shear Forces And Bending Moments

Section: Chapter Questions

Problem 4.3.8P: At a full d raw, an archer applies a pull of 130 N to the bowstring of the bow shown in the figure....

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