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Determine the shear force at point C. Determine the bending moment in the beam at point C.   Determine the shear force at point D   Determine the bending moment in the beam at point D

Determine the shear force at point C. Determine the bending moment in the beam at point C.   Determine the shear force at point D   Determine the bending moment in the beam at point D

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 shear force at point C.

Determine the bending moment in the beam at point C.

 

Determine the shear force at point D

 

Determine the bending moment in the beam at point D

 

### Transcription and Explanation for Educational Purpose **Text** Assume the support at \( B \) is a roller. Point \( C \) is located just to the right of the \( F = 15\)-kip load. (\( \text{Figure 1} \)) **Diagram Explanation** The figure illustrates a horizontal beam supported at two points: \( A \) and \( B \). The support at \( B \) is specified to be a roller. Here is a detailed description of the components and layout of the figure: - **Beam**: A horizontal rectangular beam is shown, supported at two distinct points. - **Point A**: Located at the left end of the beam, depicting a pin support which allows rotation but prevents translation in any direction. - **Point B**: Located at the right end of the beam, represented by a roller support that allows horizontal movement but restricts vertical movement. - **Point C**: Situated 8 feet to the right of point \( A \) and just right of a downward force \( F \). - **Point D**: Located 8 feet to the right of point \( C \) (a total of 16 feet from point \( A \)). - **Force \( F \)**: A downward force of 15 kips is applied at point \( C \). - **Moment**: A 40 kip-foot clockwise moment is applied at point \( B \). - **Distances**: The beam sections are marked evenly with 8-foot distances between each designated point (A to C, C to D, and D to B), summing up to a total length of 24 feet. This layout illustrates a typical problem in structural analysis, where you are required to determine reactions at designated supports and analyze bending moments and shear forces along the beam.
Transcribed Image Text:### Transcription and Explanation for Educational Purpose **Text** Assume the support at \( B \) is a roller. Point \( C \) is located just to the right of the \( F = 15\)-kip load. (\( \text{Figure 1} \)) **Diagram Explanation** The figure illustrates a horizontal beam supported at two points: \( A \) and \( B \). The support at \( B \) is specified to be a roller. Here is a detailed description of the components and layout of the figure: - **Beam**: A horizontal rectangular beam is shown, supported at two distinct points. - **Point A**: Located at the left end of the beam, depicting a pin support which allows rotation but prevents translation in any direction. - **Point B**: Located at the right end of the beam, represented by a roller support that allows horizontal movement but restricts vertical movement. - **Point C**: Situated 8 feet to the right of point \( A \) and just right of a downward force \( F \). - **Point D**: Located 8 feet to the right of point \( C \) (a total of 16 feet from point \( A \)). - **Force \( F \)**: A downward force of 15 kips is applied at point \( C \). - **Moment**: A 40 kip-foot clockwise moment is applied at point \( B \). - **Distances**: The beam sections are marked evenly with 8-foot distances between each designated point (A to C, C to D, and D to B), summing up to a total length of 24 feet. This layout illustrates a typical problem in structural analysis, where you are required to determine reactions at designated supports and analyze bending moments and shear forces along the beam.
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