A propped cantilever beam with flexural rigidities EI and EI/2 for the parts 1–2 and 2–3, respectively, carries concentrated load P and moment 3PL at point 2 (Fig. P7.30). Calculate the displacements . Given: L = 1.2 m, P = 30 kN, E = 207 GPa, and I = 15 = 106 mm4.
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