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A uniform beam of length L carries a concentrated load wo at x = -L. See the figure below. Wo Use the Laplace transform to solve the differential equation EI 70²= woo (x - 24), 0 < x < L₁ dx subject to the given boundary conditions. y(x) = -(C beam embedded at its left end and free at its right end y(0) = 0, y'(0) = 0, y"(L) = 0, and y" (L) = 0. ])+([ 3²) ])2(x - 12/1

A uniform beam of length L carries a concentrated load wo at x = -L. See the figure below. Wo Use the Laplace transform to solve the differential equation EI 70²= woo (x - 24), 0 < x < L₁ dx subject to the given boundary conditions. y(x) = -(C beam embedded at its left end and free at its right end y(0) = 0, y'(0) = 0, y"(L) = 0, and y" (L) = 0. ])+([ 3²) ])2(x - 12/1

Advanced Engineering Mathematics
Advanced Engineering Mathematics
10th Edition
ISBN:9780470458365
Author:Erwin Kreyszig
Publisher:Erwin Kreyszig
Chapter2: Second-order Linear Odes
Section: Chapter Questions
Problem 1RQ
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A uniform beam of length L carries a concentrated load wo at x = -3/4. beam embedded at its left end and free at its right end Use the Laplace transform to solve the differential equation = = woo (x - 1²/1¹ ) ₁ 0 < x < L y(x) = Wo ΕΙ. dx subject to the given boundary conditions. y(0) = 0, y'(0) = 0, y"(L) = 0, and y"(L) = 0. Need Help? Read It + ])u(x - 1/1 L. See the figure below.
Transcribed Image Text:A uniform beam of length L carries a concentrated load wo at x = -3/4. beam embedded at its left end and free at its right end Use the Laplace transform to solve the differential equation = = woo (x - 1²/1¹ ) ₁ 0 < x < L y(x) = Wo ΕΙ. dx subject to the given boundary conditions. y(0) = 0, y'(0) = 0, y"(L) = 0, and y"(L) = 0. Need Help? Read It + ])u(x - 1/1 L. See the figure below.
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