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For the system shown in the figure, determine, by the method of consistent deformations, the reaction at support e. The flexibility of the spring f = 0.2 cm/kN of force; the bending rigidity of the beam EI = 30,000 kN.m.

TE: Answer sheets textually more than 30% similar will get a zero mark each. : . 1. The continuous beam shown in the figure, below, consists of n spans. The length of each of the two exterior spans is 2L, while the length of each interior span is L. A concentrated load, P, is located a distance x from support 1, where x could vary from 0 to (n+2)L. Using the consistent deformations method, find formulae for the shear just to the right of the support and the moment a distance z from support 1, where i - 2, 3, ..., n, and z is in the interval [0, (n+2)L). Assume a constant flexural rigidity, El. 11 40 marks 2. For the system shown in the figure, determine, by the method of consistent deformations, the reaction at support e. The flexibility of the spring f-0.2 cm/kN of force; the bending rigidity of the beam El - 30,000 kN.m. TE: Answer sheets textually more than 30% similar will get a zero mark each. : . 1. The continuous beam shown in the figure, below, consists of n spans. The length of each of the two exterior spans is 2L, while the length of each interior span is L. A concentrated load, P, is located a distance x from support 1, where x could vary from 0 to (n+2)L. Using the consistent deformations method, find formulae for the shear just to the right of the support and the moment a distance z from support 1, where i - 2, 3, ..., n, and z is in the interval [0, (n+2)L). Assume a constant flexural rigidity, El. 11 40 marks 2. For the system shown in the figure, determine, by the method of consistent deformations, the reaction at support e. The flexibility of the spring f-0.2 cm/kN of force; the bending rigidity of the beam El - 30,000 kN.m