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Exact Solution:
x d
dx
d
.
xdx
d
.
x
E dx
d
. f
. E A dx
d
. ( ) . 10 x . 10 L L x
2
. E A
. 1
( ) . E A
. 5
3 x3 . . 5 L2x C1
Boundary condition: Displacement at (x=0) is equal to zero.
C1 0
Therefore,
. 1
( ) . E A
. 5
3 x3 . . 5 L2x
. 1
A
. 5 L2 . 5 x2
A 2 L 60
At x=0, x 0
. 1
( ) . E A
. 5
3 x3 . . 5 L2x =
0
. 1
A
. 5 L2 . 5 x2
=
9 103
At x=30, x 30
. 1
( ) . E A
. 5
3 x3 . . 5 L2x =
0.00825
. 1
A
. 5 L2 . 5 x2
=
6.75 103
At x=60, x 60
. 1
( ) . E A
. 5
3 x3 . . 5 L2x =
0.012
. 1
A
. 5 L2 . 5 x2
=
0