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Problem 2) Using Castigliano's theorem, find the following (neglect shear and axial load contributions; use P = 10 lbs, M₁ = 100 in*lbs, R = 30 in, I = 0.005 in 4, E = 30 x 106 psi): a) The vertical deflection at the tip of the curved beam. b) The angular deflection at the tip of the curved beam. R θ

Problem 2) Using Castigliano's theorem, find the following (neglect shear and axial load contributions; use P = 10 lbs, M₁ = 100 in*lbs, R = 30 in, I = 0.005 in 4, E = 30 x 106 psi): a) The vertical deflection at the tip of the curved beam. b) The angular deflection at the tip of the curved beam. R θ

Understanding Business
Understanding Business
12th Edition
ISBN:9781259929434
Author:William Nickels
Publisher:William Nickels
Chapter1: Taking Risks And Making Profits Within The Dynamic Business Environment
Section: Chapter Questions
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Problem 2) Using Castigliano's theorem, find the following (neglect shear and axial load contributions; use P = 10 lbs, M₁ = 100 in*lbs, R = 30 in, I = 0.005 in 4, E = 30 x 106 psi): a) The vertical deflection at the tip of the curved beam. b) The angular deflection at the tip of the curved beam. R θ
Transcribed Image Text:Problem 2) Using Castigliano's theorem, find the following (neglect shear and axial load contributions; use P = 10 lbs, M₁ = 100 in*lbs, R = 30 in, I = 0.005 in 4, E = 30 x 106 psi): a) The vertical deflection at the tip of the curved beam. b) The angular deflection at the tip of the curved beam. R θ
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