Determine the rotation at both supports (A and B) and deflection at free end (C) in the overhanging beam shown in Fig. 7. Assume the uniformly distributed load (w) to be equal to last two digits of your roll number in kN. Assume, L = 5 m + last digit of your roll number in m, L2 = 3 m, and the stiffness of span AB as I and of %3D span BC as 21. w kN/m Li L2 (I) (21) Fig. 7 Determine the horizontal and vertical deflections at A and the ucture shown in Fig. 8. Assume P 20 kN, P2 = 5kN + last digits of your roll number in kN, w = 2 kN/m + second last digit of your roll number in kN/m, and M = last two digits of your roll number in kNm. Pi 4 P2 M w kN/m 3. Fig. 8 (all distances are in m)