i. i. ÏÏi. Calculate the value of bending moments and shear forces at the points that the loads are applied to the cantilevers as shown in Figures 5 and 6. Use your results from part i) to plot the Shear Force (SF) and Bending Moments (BM) diagrams that includes the loading diagram (LD). Explain using theoretical calculations, the shear forces and bending moments in cantilever beams when subjected to simple loading and complex loading, stating the magnitude and position of the maximum shear and bending moments. 3 kN 2m 1 kN 1m Figure 5. Cantilever 1 2 kN 0.5 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Task 2
İ.
*************
III.
Calculate the value of bending moments and shear forces at the points that the
loads are applied to the cantilevers as shown in Figures 5 and 6.
Use your results from part i) to plot the Shear Force (SF) and Bending Moments
(BM) diagrams that includes the loading diagram (LD).
Explain using theoretical calculations, the shear forces and bending moments in
cantilever beams when subjected to simple loading and complex loading, stating
the magnitude and position of the maximum shear and bending moments.
k
3 kN
3 kN/m
DELL
2 m
M
+
Figure 5. Cantilever 1
1 m
1 kN
1 kN
1 m
2 kN
Figure 6. Cantilever 2
1 m
2 kN
0.5 m
741
Transcribed Image Text:Task 2 İ. ************* III. Calculate the value of bending moments and shear forces at the points that the loads are applied to the cantilevers as shown in Figures 5 and 6. Use your results from part i) to plot the Shear Force (SF) and Bending Moments (BM) diagrams that includes the loading diagram (LD). Explain using theoretical calculations, the shear forces and bending moments in cantilever beams when subjected to simple loading and complex loading, stating the magnitude and position of the maximum shear and bending moments. k 3 kN 3 kN/m DELL 2 m M + Figure 5. Cantilever 1 1 m 1 kN 1 kN 1 m 2 kN Figure 6. Cantilever 2 1 m 2 kN 0.5 m 741
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