Determine the slope and displacement at point C. Using Castiglianos theorem. E = 29(10 3 ) ksi,

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Determine the slope and displacement at point C. Using Castigliano€™s theorem. E = 29(103) ksi, I = 800 in4.

6 k C 12 k-ft 6 ft – 6 ft

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Structural Analysis

ISBN: 1589

8th Edition

Authors: Russell C. Hibbeler

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