Question: GROUP WORK 5. Use (4) to show that equation (1) can be approximated by the difference equation With = (2 - -2) mi - Bi-1,

GROUP WORK 5. Use (4) to show that equation (1)GROUP WORK 5. Use (4) to show that equation (1)GROUP WORK 5. Use (4) to show that equation (1)
GROUP WORK 5. Use (4) to show that equation (1) can be approximated by the difference equation With = (2 - -2) mi - Bi-1, (5) where y = wi. Explain why yo = y. = 0. 6. Let n = 5, so the rod is broken up into 5 segments of length 0.2 units and yo = y5 = 0. Hence, using equation (5) for i = 1, 2,3, 4, determine the four equations for the deflections y1, 32, ya and 14, respectively. 7: Show that the four equations determined in Group Work 6 can be expressed in matrix form as Ay = E V. (6) where y = [i, 32, ya, w]' and A is the 4 x 4 matrix 0 0 2 0 A = 2 8." Find the eigenvalues of A, either by hand or using a computer. Hint: To find the eigenvalues of the matrix using Matlab, use the command: eig( [2 -1 0 0; -1 2 -1 0; 0 -1 2 -1; 0 0 -1 2]) 9. On comparing (6) with the eigenvalue equation Ay = Xy. show that the eigenvalues of A are related to the critical load limits a by a = 25). Thus, use the smallest eigenvalue to determine an approximation to the lowest critical load (i.e., the smallest non-zero value of o). 10# Compare the approximate lowest critical load found in Group Work 9 with the exact lowest critical load found in Group Work 4 (i.e., the lowest non-zero value of o). What is the percentage error?3. Apply the boundary condition (2) to your solution found in Group Work 2, and hence, determine a value of one of your arbitrary constants. 4. By carefully applying boundary condition (3) to the solution you determined in Group Work 3, show that if a is given by Va = kx. where k = 0, +1, +2, ..., then (3) is satisfied. In other words, use the boundary condition to determine a instead of your remaining arbitrary constant. If a was left general, then the value of the arbitrary constant must be zero, giving a zero solution. However, we want a non-zero solution, and as such, we need to keep the constant arbitrary. GROUP DISCUSSION [5 minutes] The non-zero values of o found in Group Work 4 are called the critical loads of the thin rod, and specify under what loads the rod will bend. What do the values of a correspond to physically when: (i) k >0. (ii) k = 0. (iii) k

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