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3. Consider the beam shown in figure 3. Consider (Em = 30GPa) and I = 0,0054 m. 10 KN 10 KN 10 KN B С D E 3.00 200 200 3
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3. Consider the beam shown in figure 3. Consider (Em = 30GPa) and I = 0,0054 m. 10 KN 10 KN 10 KN B С D E 3.00 200 200 3
3. Consider the beam shown in figure 3. Consider (Em = 30GPa) and I = 0,0054 m. 10 KN 10 KN 10 KN B С D E 3.00 200 200 3.00 Figure 3 2 a) Determine and plot the beam efforts diagrams; Using the method of Mohr's theorems, quantify the displacement at point E. Neglect 3.3) b) the axial deformation of the tie.