A beam has unit length = 1 and constant bending stiffness clx) = 1. Explain the
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(a) u(0) = 0. u (0) =0.m(1) = 1, w(l) = 0
(b) u(0) = - 1, u(0) = 0. u(1) = 0. u'(1) = 2
(c) u(0) = 0.u (0) = 1. w(l) = 1. w(1) = 0
(d) i(0) = 2. w(0) = 0, u(1) = -2. w'(1) = 0
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