Example 10.37. The deflection of a beam is governed by the equation day +81y = o(x), where (x) is given by the table dx4 X 1/3 2/3 1 p(x): 81 162 243 and boundary condition y(0) = y(0) = y″(1) = y"(1) = 0. Evaluate the deflection at the pivotal points of the beam using three sub-intervals,

Advanced Engineering Mathematics
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Author:Erwin Kreyszig
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Chapter2: Second-order Linear Odes
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Example 10.37. The deflection of a beam is governed by the equation
d y
+81y = o(x), where o(x) is given by the table
dx4
X
Y
1/3
2/3
1
p(x):
81
162
243
and boundary condition y(0) = y(0) = y″(1) = y"(1) = 0. Evaluate the deflection at the pivotal
points of the beam using three sub-intervals,
Transcribed Image Text:Example 10.37. The deflection of a beam is governed by the equation d y +81y = o(x), where o(x) is given by the table dx4 X Y 1/3 2/3 1 p(x): 81 162 243 and boundary condition y(0) = y(0) = y″(1) = y"(1) = 0. Evaluate the deflection at the pivotal points of the beam using three sub-intervals,
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