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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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please solve it using FORCE METHOD. Thank you.

only HANDWRITTEN answer needed ( NOT TYPED)

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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