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. A 2020 kN 20 kN 20 kN 40 kN LAB = 120(106) mm² [BIBC = 90(106) mm¹IC -3 m3 m3 m 4 m- Prob. 9-5 -4 m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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.
A
20 kN 20 kN
B
40 kN
IBC = 90(106) mm IC
IAB = 120(106) mm²
-3 m3 m3 m4m-
Prob. 9-5
-4 m
Transcribed Image Text: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. A 20 kN 20 kN B 40 kN IBC = 90(106) mm IC IAB = 120(106) mm² -3 m3 m3 m4m- Prob. 9-5 -4 m
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