Boundary Conditions

The number of boundary conditions usually matches the number of constants in the solution of the differential equation.

  1. 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

  2. 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

  3. 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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Jennifer Powell<jpowell@geom.umn.edu>
Fati Liamidi<liamidi@geom.umn.edu>