Q2-c) Solve problem below using flexibility matrix method Settlements 8mm and 30mm at supports 2 and 3. (Use conjugate beam method) -7m 2 2 7m 3 El= constant E = 200 GPa I = 145(106) mm* 3 7m 4
Q2-c) Solve problem below using flexibility matrix method Settlements 8mm and 30mm at supports 2 and 3. (Use conjugate beam method) -7m 2 2 7m 3 El= constant E = 200 GPa I = 145(106) mm* 3 7m 4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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