The following non-homogeneous fourth order differential equation describes the deflection.
where
w(x) is the weight per unit length. The goal is to solve the above differential equation while keeping the four boundary conditions in mind. Since the beam is immersed at x=0 and supported at x=L, we can derive the four boundary conditions from Table 5.2.1.
We start by finding the complementary solution, which is the homogeneous form of the given differential equation's solution. The auxiliary formula is
It has four equal roots and produces
We apply the method of indeterminate coefficients to get the specific solution of the non-homogeneous term, which produces a solution of the type
We calculate the fourth derivative and plug it into the differential equation, which gives us
Consequently, we have
as well as a general solution for having the form
Now, using (1), we can obtain the values of constants that are subject to the boundary conditions.
localid="1664347881017"