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Start with the differential equation giving the deflected shape of an elastic member subjected to bending.
Set equal to zero.
Divide everything by .
Set the variable,
then, plug that in to get:
Since this is a second order, linear, ordinary differential equation with constant coefficients, it solves to:
Take the boundary condition that and to solve for
Now, take the boundary conditions and .
Since cannot equal zero:
Take the sine inverse of both sides, and can be 0, , , etc. So...
Solve for
Set the two 's equal and solve for .
Assume that
Now we can solve for using this equation.
where:
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