Problem HW 6.3: Determine the horizontal and vertical displacements at point C in terms of Q, w, L1, L2, E, and I. Assume E and I are the same for both sections. Hint: $q_c = \frac{L_1^2}{2EI}[\frac{wL_1^2}{4} + QL_2]$ (sign will depend on what direction you draw P)
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We have a beam AB with a point C somewhere along its length. The beam is subjected to a point load Q at point C and a uniformly distributed load w over its entire length. The beam is supported at points A and B, making it statically determinate. The lengths from A Show more…
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