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40 kN 20 kN 20 kN A IAB = 120(10°) mmB IBC = 90(10°) mm1[C -3 m- -3 m-3 m- -4 m -4 m s ai 8 omuazA 2notoso

40 kN 20 kN 20 kN A IAB = 120(10°) mmB IBC = 90(10°) mm1[C -3 m- -3 m-3 m- -4 m -4 m s ai 8 omuazA 2notoso

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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statically indeterminate structures using force method

9-3. 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. 6. B. 40 kN 20 kN 20 kN IAB = 120(10°) mmLD IBC = 90(10°) mm %3D -3 m 3 m -3 m- -4 m- 4 m- iq s zi 8 omua2A 2noiloco högqua on nimmote Jns Prob. 9-3olloT o bms A brs
Transcribed Image Text:9-3. 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. 6. B. 40 kN 20 kN 20 kN IAB = 120(10°) mmLD IBC = 90(10°) mm %3D -3 m 3 m -3 m- -4 m- 4 m- iq s zi 8 omua2A 2noiloco högqua on nimmote Jns Prob. 9-3olloT o bms A brs
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