Determine the rotation at both supports (A and B) and deflection at free end (C) in...
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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) 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)
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Assuming roll number to be 11 Solution for question 1 Free Body Diagram of the beam We will use Castiglianos second theorem Virtual Work Method to det... View the full answer
Related Book For
Vector Mechanics for Engineers Statics and Dynamics
ISBN: 978-0073212227
8th Edition
Authors: Ferdinand Beer, E. Russell Johnston, Jr., Elliot Eisenberg, William Clausen, David Mazurek, Phillip Cornwell
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