A uniform beam of length L carries a concentrated load wo at x = 24. The beam is embedded at both ends as shown in the figure below. Use the Laplace transform to solve the differential equation EI - W5(x-4). subject to the given boundary conditions y(0) - 0, y(0) - 0, y(L) = 0, y(L) - 0. xx)-([ ])+([ ]])-(x-[

A uniform beam of length L carries a concentrated load wo at x = 24. The beam is embedded at both ends as shown in the figure below. Use the Laplace transform to solve the differential equation EI - W5(x-4). subject to the given boundary conditions y(0) - 0, y(0) - 0, y(L) = 0, y(L) - 0. xx)-([ ])+([ ]])-(x-[

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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