Compute the vertical displacement of the hinge

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Reference no: EM131513598

Question: Compute the vertical displacement of the hinge at C for the funicular loading shown in Figure. The funicular loading produces direct stress on all sections of the arch. Columns transmit only axial load from the roadway beams to the arch. Also assume that the roadway beams and the columns do not restrain the arch. All reactions are given. For all segments of the arch A = 70 in.2, I = 7800 in.4, and E = 30,000 kips/in.2.

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Reference no: EM131513598

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