2.2 2.3 Use the beam to answer the following questions: 2.1.1 Draw a shear force and bending moment diagram and show the main values on the diagrams. 2.1.2 Use the shear force diagram and the bending moment diagram to calculate the maximum bending moment. 2.1.3 Use the shear force diagram and the bending moment diagram to calculate the point of inflection. Define a cantilever beam. Draw to scale the shearing force and bending moment diagrams for the loaded cantilever shown in figure 5 below. The loading on the cantilever is 1KN/m length in addition to the concentrated loads. The total continuous load is 5KN, which can be considered to act at the mid-point of the cantilever 2,5m from the support. 27,5KNM 1,5KN 2KN Im 2m 2m Figure 5 9,5KN B IKN D IKN/M

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2.2
2.3
Use the beam to answer the following questions:
2.1.1
Draw a shear force and bending moment diagram and show the main values on the
diagrams.
2.1.2 Use the shear force diagram and the bending moment diagram to calculate the
maximum bending moment.
2.1.3 Use the shear force diagram and the bending moment diagram to calculate the
point of inflection.
Define a cantilever beam.
Draw to scale the shearing force and bending moment diagrams for the loaded cantilever
shown in figure 5 below. The loading on the cantilever is 1KN/m length in addition to the
concentrated loads. The total continuous load is 5KN, which can be considered to act at the
mid-point of the cantilever 2,5m from the support.
27,5KNM
1,5KN
2KN
Im
2m
2m
Figure 5
9,5KN
B
IKN
D
IKN/M
Transcribed Image Text:2.2 2.3 Use the beam to answer the following questions: 2.1.1 Draw a shear force and bending moment diagram and show the main values on the diagrams. 2.1.2 Use the shear force diagram and the bending moment diagram to calculate the maximum bending moment. 2.1.3 Use the shear force diagram and the bending moment diagram to calculate the point of inflection. Define a cantilever beam. Draw to scale the shearing force and bending moment diagrams for the loaded cantilever shown in figure 5 below. The loading on the cantilever is 1KN/m length in addition to the concentrated loads. The total continuous load is 5KN, which can be considered to act at the mid-point of the cantilever 2,5m from the support. 27,5KNM 1,5KN 2KN Im 2m 2m Figure 5 9,5KN B IKN D IKN/M
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