Please Provide correct solution, correct Method. No Missing steps / calculations. No Handwriting please The basic differential equation of the elastic curve for a simply supported, uniformly loadedbeam isgiven aswLxwx²1|²y = 10LX-2ΕΙwhere E = 200× 10° Pa is the modulus of elasticity, w = 15000x sin² (x) N/m, L = 3 m,and I = 3x 10-4 mª is the moment of inertia. The boundary conditions are y(0) = y(L) =0. Solve for the deflection of the beam using the finite-difference approach (Ax = 0.1 m).Plot the deflection in mm versus the length in m.tWLOXO

Differential equation is:where:

The basic differential equation of the elastic curve for a simply supported, uniformly loaded beam is given as y ΕΙ t dx² wLx 2 where E = 200× 10° Pa is the modulus of elasticity, w = 15000× sin² (x) N/m, L = 3 m, and I = 3x 10-4 m4 is the moment of inertia. The boundary conditions are y(0) = y(L) = 0. Solve for the deflection of the beam using the finite-difference approach (Ax = 0.1 m). Plot the deflection in mm versus the length in m. W wx² L

The basic differential equation of the elastic curve for a simply supported, uniformly loaded beam is given as y ΕΙ t dx² wLx 2 where E = 200× 10° Pa is the modulus of elasticity, w = 15000× sin² (x) N/m, L = 3 m, and I = 3x 10-4 m4 is the moment of inertia. The boundary conditions are y(0) = y(L) = 0. Solve for the deflection of the beam using the finite-difference approach (Ax = 0.1 m). Plot the deflection in mm versus the length in m. W wx² L

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Question

Please Provide correct solution, correct Method.

No Missing steps / calculations.

No Handwriting please

The basic differential equation of the elastic curve for a simply supported, uniformly loaded
beam is
given as
wLx
wx²
1|²y = 10LX-2
ΕΙ
where E = 200× 10° Pa is the modulus of elasticity, w = 15000x sin² (x) N/m, L = 3 m,
and I = 3x 10-4 mª is the moment of inertia. The boundary conditions are y(0) = y(L) =
0. Solve for the deflection of the beam using the finite-difference approach (Ax = 0.1 m).
Plot the deflection in mm versus the length in m.
t
W
L
OXO

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