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Analyze a three span continuous beam ABCD using displacement matrix method with support A is fixed and B&C are roller supports and span AB=6m with a point load 10kN at a distance 2m from A and span BC= 4m with u.d.l of 20kN/m and a overhang CD=2m with a point load 20kN at D and support B sinks by 5mm,EI is uniform.

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