2.080 Structural Mechanics Lecture 5: Solution Method for ...
p of the beam de ection equation, Eq. (5.11) depends on the loading, but not the boundary conditions. For the uniformly loaded beam the particular solution is the rst term in Eq. (5.23d). As an illustration, consider the same pin-pin supported beam loaded by the triangular line load q(x) = q 0 2x l, 0 <x< l 2 (5.33) where q
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