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Determine the reactions at supports C and E of the beam below. 10 kN 10 kN A 3 m 65 B 3 m 2 m 12m D DE E = 200 GPa I=200(106) mm4 6 m F

Determine the reactions at supports C and E of the beam below. 10 kN 10 kN A 3 m 65 B 3 m 2 m 12m D DE E = 200 GPa I=200(106) mm4 6 m F

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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**Determine the reactions at supports C and E of the beam below.** **Diagram Description:** The diagram depicts a horizontal beam with multiple supports and two external loads. The beam is labeled with points A, B, C, D, E, and F. - **Supports:** - Point A: A triangular support with a roller that allows horizontal movement. - Point C: A triangular support with a roller, restricting vertical movement but not horizontal. - Point E: A triangular support with a roller, similar to point C. - Point F: A triangular support with a roller. - **Distances:** - A to B: 3 meters - B to C: 3 meters - C to D: 2 meters - D to E: 2 meters - E to F: 6 meters - **External Loads:** - At point B, there is a downward force of 10 kN. - At point D, there is another downward force of 10 kN. **Material Properties:** - E = 200 GPa (Young’s Modulus) - I = 200(10^6) mm^4 (Moment of Inertia) The task is to calculate the reactions at supports C and E based on the given loads and distances.
Transcribed Image Text:**Determine the reactions at supports C and E of the beam below.** **Diagram Description:** The diagram depicts a horizontal beam with multiple supports and two external loads. The beam is labeled with points A, B, C, D, E, and F. - **Supports:** - Point A: A triangular support with a roller that allows horizontal movement. - Point C: A triangular support with a roller, restricting vertical movement but not horizontal. - Point E: A triangular support with a roller, similar to point C. - Point F: A triangular support with a roller. - **Distances:** - A to B: 3 meters - B to C: 3 meters - C to D: 2 meters - D to E: 2 meters - E to F: 6 meters - **External Loads:** - At point B, there is a downward force of 10 kN. - At point D, there is another downward force of 10 kN. **Material Properties:** - E = 200 GPa (Young’s Modulus) - I = 200(10^6) mm^4 (Moment of Inertia) The task is to calculate the reactions at supports C and E based on the given loads and distances.
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