Problem 6.4 - Determine a) the magnitude and location of the resultant of the distributed load, and b) the reactions at supports A and B. wwwm w in (en van maanīvmammī -4 m Don B.77777777 2 kN/m TA THẤ -2 m Harga mam

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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How to solve for the centroid of the composite body using the principle of moments and treat each part as a finite element of the whole figure (show a step by step solution)

**Problem 6.4** - Determine a) the magnitude and location of the resultant of the distributed load, and b) the reactions at supports A and B.

**Diagram Explanation:**

The diagram illustrates a beam subjected to a uniformly distributed load. Key features include:

- A beam supported at two points: A (fixed support) and B (roller support).
- The beam experiences a uniformly distributed load of 2 kN/m over its entire length.
- The total length of the beam is 6 meters.
- The distance between support A and B is 4 meters.
- The remaining segment from support B to the end of the beam is 2 meters.

The objective is to calculate:
a) The resultant force of the distributed load, including its magnitude and location.
b) The reaction forces at supports A and B.
Transcribed Image Text:**Problem 6.4** - Determine a) the magnitude and location of the resultant of the distributed load, and b) the reactions at supports A and B. **Diagram Explanation:** The diagram illustrates a beam subjected to a uniformly distributed load. Key features include: - A beam supported at two points: A (fixed support) and B (roller support). - The beam experiences a uniformly distributed load of 2 kN/m over its entire length. - The total length of the beam is 6 meters. - The distance between support A and B is 4 meters. - The remaining segment from support B to the end of the beam is 2 meters. The objective is to calculate: a) The resultant force of the distributed load, including its magnitude and location. b) The reaction forces at supports A and B.
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