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Solve problem below using flexibility matrix method Settlements 8mm and 30mm at supports 2 and 3. (Use conjugate beam method) 2 3 2 3

Solve problem below using flexibility matrix method Settlements 8mm and 30mm at supports 2 and 3. (Use conjugate beam method) 2 3 2 3 7m 7m -7m El constant E=200 GPa I = 145(106) mm* 4

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