Boundary Conditions
The number of boundary conditions usually matches the number of
constants in the solution of the differential equation.
- Clamped ends

In this case, the deflection u and the slope u' must vanish. Hence
at the end considered, where x=0 we have:
u(0) = 0 and u'(0) = 0
- Simply supported ends

In this case, no deflection u nor moment M can exist at the end
of the beam. Hence,
u(0) = 0 and EI u''(0) = 0
- Free ends

At such a free end, there is no moment nor shear. Hence,
EI u''(0) = 0 and EI u'''(0) = 0
Index
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Up: Introduction
Previous: Moments of Inertia
Jennifer Powell<jpowell@geom.umn.edu>
Fati Liamidi<liamidi@geom.umn.edu>