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3- Determine the reactions at the supports then draw the shear and moment diagrams. The moment of inertia I for each segment is shown in the figure. E = 200 GPa Assume A and C are rollers and B is a pin. 40 kN 20 kN 20 KN LAB 120(10) mm² +3m +3m +3m -3 IBC=90(106) mm TC +4m m

3- Determine the reactions at the supports then draw the shear and moment diagrams. The moment of inertia I for each segment is shown in the figure. E = 200 GPa Assume A and C are rollers and B is a pin. 40 kN 20 kN 20 KN LAB 120(10) mm² +3m +3m +3m -3 IBC=90(106) mm TC +4m m

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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3- Determine the reactions at the supports then draw the shear and moment diagrams. The moment of inertia I for each segment is shown in the figure. E = 200 GPa Assume A and C are rollers and B is a pin. 40 kN 20 kN 20 KN LAB 120(106) mm BIBC = 90(10%) mm²IC = |-3m▬▬▬3 m▬▬▬-3m▬▬▬4 m▬▬▬▬▬4 m—
Transcribed Image Text:3- Determine the reactions at the supports then draw the shear and moment diagrams. The moment of inertia I for each segment is shown in the figure. E = 200 GPa Assume A and C are rollers and B is a pin. 40 kN 20 kN 20 KN LAB 120(106) mm BIBC = 90(10%) mm²IC = |-3m▬▬▬3 m▬▬▬-3m▬▬▬4 m▬▬▬▬▬4 m—
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