9-5. Determine the reactions at the supports, then draw the moment diagram. The moment of inertia for each segment is shown in the figure. Assume A and C are rollers and B is a pin. Take E = 200 GPa. ): 1 dore A 20 kN 20 kN LAB = 120(106) mm² m-3m 3m -3 * B 40 kN IBC = 90(10%) mm [C IC -4 m -4 m-
9-5. Determine the reactions at the supports, then draw the moment diagram. The moment of inertia for each segment is shown in the figure. Assume A and C are rollers and B is a pin. Take E = 200 GPa. ): 1 dore A 20 kN 20 kN LAB = 120(106) mm² m-3m 3m -3 * B 40 kN IBC = 90(10%) mm [C IC -4 m -4 m-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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