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 4.5.27P: The simple beam ACE shown in the figure is subjected to a triangular load of maximum intensity q0=...
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Question
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.
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