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7-9. Determine the maximum deflection of the beam and the slope at A. EI is constant. oblems 7-9 a Mo a Mo B

7-9. Determine the maximum deflection of the beam and the slope at A. EI is constant. oblems 7-9 a Mo a Mo B

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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**Problem 7-9:** Determine the maximum deflection of the beam and the slope at \( A \). \( EI \) is constant. **Diagram Explanation:** The diagram illustrates a beam supported at two points, \( A \) and \( B \), with two equal moments \( M_0 \) applied at equal distances from the ends. The beam is horizontally aligned. - The beam is depicted with arrows showing the applied moments \( M_0 \) acting upwards at the two marked points. - The distance from \( A \) to the first moment is labeled as \( a \). - The distance between the two moments is indicated as \( 2a \), with the second \( a \) leading to point \( B \). This setup suggests analyzing the effects of these applied moments on the beam's deflection and slope, particularly at the support \( A \). The constant \( EI \) implies uniform material and cross-sectional properties, simplifying calculations for deflection and slope.
Transcribed Image Text:**Problem 7-9:** Determine the maximum deflection of the beam and the slope at \( A \). \( EI \) is constant. **Diagram Explanation:** The diagram illustrates a beam supported at two points, \( A \) and \( B \), with two equal moments \( M_0 \) applied at equal distances from the ends. The beam is horizontally aligned. - The beam is depicted with arrows showing the applied moments \( M_0 \) acting upwards at the two marked points. - The distance from \( A \) to the first moment is labeled as \( a \). - The distance between the two moments is indicated as \( 2a \), with the second \( a \) leading to point \( B \). This setup suggests analyzing the effects of these applied moments on the beam's deflection and slope, particularly at the support \( A \). The constant \( EI \) implies uniform material and cross-sectional properties, simplifying calculations for deflection and slope.
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