The simply supported, tapered beam has a circular cross section. A couple of magnitude Ma is...
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The simply supported, tapered beam has a circular cross section. A couple of magnitude Ma is applied to the left end of the beam. The differential equation for the displacement v is d?v M Ma(1 – x/L) dx EI El(d/d) where d= do 1+ 64 Substituting El di do changes the differential equation to d'y [1 + (8 – 1)5) 1- with the boundary conditions yla-a = yle-t =0 Solve the problem with the finite difference method using8 = 1.5 and n= 21; plot y vs. . The exact solution is (3+265 – 3512 y : 6(1 + 8E - )2 38 The simply supported, tapered beam has a circular cross section. A couple of magnitude Ma is applied to the left end of the beam. The differential equation for the displacement v is d?v M Ma(1 – x/L) dx EI El(d/d) where d= do 1+ 64 Substituting El di do changes the differential equation to d'y [1 + (8 – 1)5) 1- with the boundary conditions yla-a = yle-t =0 Solve the problem with the finite difference method using8 = 1.5 and n= 21; plot y vs. . The exact solution is (3+265 – 3512 y : 6(1 + 8E - )2 38
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Related Book For
Fundamentals of Applied Electromagnetics
ISBN: 978-0132139311
6th edition
Authors: Fawwaz T. Ulaby, Eric Michielssen, Umberto Ravaioli
Posted Date:
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