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The semicicular three-pinnned arch has a uniform square cross-section of depth 5cm and made of material with elastic modulus E=30 x 10^8kN/m^2. The radius of the arch is 10m and it is subjected to a vertical load of 10kN at the point C. Ignoring both axial and shear deformations and using the unit force method, calculate the vertical displacement of joint B.

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