6-22. The beam is subjected to a uniform live load of 1.2 kN/m, a dead load of 0.5 kN/m, and a single live load of 40 kN. Determine (a) the maximum positive moment created by these loads at E, and (b) the maximum positive shear at E. Assume A and C are rollers, and B is a short link. AI - 4 m B CI 4m 4m Prob. 6-22 E -4 m XD

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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6-22
**Problem 6-22:**

The beam is subjected to a uniform live load of 1.2 kN/m, a dead load of 0.5 kN/m, and a single live load of 40 kN. Determine:

(a) The maximum positive moment created by these loads at E.

(b) The maximum positive shear at E.

Assume A and C are rollers, and B is a short link.

---

**Explanation of Diagram:**

The diagram illustrates a beam supported by rollers at points A and C, with a short link at B. 

- The beam is segmented into three sections:
  - A to B: 4 meters
  - B to C: 4 meters
  - C to E: 4 meters

- Point D is located after point E.

The load distribution is as follows:

- Uniform live load: 1.2 kN/m
- Dead load: 0.5 kN/m
- Single point live load applied at an unspecified location: 40 kN

Understanding these support and load conditions is essential for calculating the maximum bending moment and shear force at point E.
Transcribed Image Text:**Problem 6-22:** The beam is subjected to a uniform live load of 1.2 kN/m, a dead load of 0.5 kN/m, and a single live load of 40 kN. Determine: (a) The maximum positive moment created by these loads at E. (b) The maximum positive shear at E. Assume A and C are rollers, and B is a short link. --- **Explanation of Diagram:** The diagram illustrates a beam supported by rollers at points A and C, with a short link at B. - The beam is segmented into three sections: - A to B: 4 meters - B to C: 4 meters - C to E: 4 meters - Point D is located after point E. The load distribution is as follows: - Uniform live load: 1.2 kN/m - Dead load: 0.5 kN/m - Single point live load applied at an unspecified location: 40 kN Understanding these support and load conditions is essential for calculating the maximum bending moment and shear force at point E.
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