Ordinary differential Equation
In vibration theory there is a problem to define position and velocity of a rod which loaded with distributed bending force q(x). If to assume that this force acts by sine law the vibration equation will be written as follows:

Where v(t,x) – function of vertical position of the rod points, E – elasticity modulus, J – second area moment, m – mass per unit length, ω – circular frequency of acting force.
Note that J and E assumed to constant.
If to substitute now v(t,x)=y(x)·sin(ω·t) one can obtain an ordinary differential equation which describes a form of oscillation:

Solve this equation assuming:
- q=10 kgf/mm;
- Titanium alloy E=100 GPa;
- Second area moment J=1440 mm4. Which is equal to rectangle with sides 10 mm and 12 mm, and force acts along longer side;
- Circular freq. ω=0.1 1/s;
- Length l=100 mm;
- Rigid constraint on left bound y(0)=0, y’(0)=0;
- Bending force on the left bound

; - Bending moment on the left bound

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