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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F905cf710-eb95-4231-ba6e-c07345ae4a77%2Fda89e018-0f25-4a33-8961-1e1715566bff%2Fb3a3ttd_processed.jpeg&w=3840&q=75)
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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