# Question YA 30 kN D B 3m 60 kNm Hc 3m* 3m A 3m Question 2: For the indeterminate beam shown above, determine the support reactions, slope at C and deflections at D and E using the Superposition Theorem. Make use of the information provided in the Table below. Assume flexural rigidity as EI. Beam and Loading Elastic Curve Maximum Deflection Slope at End Equation of Elastic Curve y = x (- 3L) y=- ** - 4L2° + 6132) Ko y-

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Transcribed Image Text: YA 30 kN D B 3m 60 kNm Hc 3m* 3m A 3m Question 2: For the indeterminate beam shown above, determine the support reactions, slope at C and deflections at D and E using the Superposition Theorem. Make use of the information provided in the Table below. Assume flexural rigidity as EI. Beam and Loading Elastic Curve Maximum Deflection Slope at End Equation of Elastic Curve y = x (- 3L) y=- ** - 4L2° + 6132) Ko y-
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Transcribed Image Text: YA 30 kN D B 3m 60 kNm Hc 3m* 3m A 3m Question 2: For the indeterminate beam shown above, determine the support reactions, slope at C and deflections at D and E using the Superposition Theorem. Make use of the information provided in the Table below. Assume flexural rigidity as EI. Beam and Loading Elastic Curve Maximum Deflection Slope at End Equation of Elastic Curve y = x (- 3L) y=- ** - 4L2° + 6132) Ko y-