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Determine the internal shear force in the beam at point C. Assume the support at B is a roller. Point C is located just to the right of the point load F. Set F = 6.2 kips and P = 45 kip. ft.

Determine the internal shear force in the beam at point C. Assume the support at B is a roller. Point C is located just to the right of the point load F. Set F = 6.2 kips and P = 45 kip. ft.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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### Determining the Internal Shear Force at a Specific Point in a Beam **Problem Statement:** Determine the internal shear force in the beam at point C. Assume the support at B is a roller. Point C is located just to the right of the point load F. Set \( F = 6.2 \) kips and \( P = 45 \) kip-ft. --- **Diagram Explanation:** - **Beam Layout:** The beam is horizontally oriented, supported at two points (A and B). - **Supports:** - **Point A:** Represents a pin support. - **Point B:** Represents a roller support. - **Loadings:** - A vertical downward load \( F = 6.2 \) kips is applied at point C. - A counterclockwise moment \( P = 45 \) kip-ft is applied at point B. - **Distances:** - The distance from A to C is 8 feet. - The distance from C to D is 8 feet. - The distance from D to B is 8 feet. The goal is to calculate the internal shear force just to the right of point C. ---
Transcribed Image Text:### Determining the Internal Shear Force at a Specific Point in a Beam **Problem Statement:** Determine the internal shear force in the beam at point C. Assume the support at B is a roller. Point C is located just to the right of the point load F. Set \( F = 6.2 \) kips and \( P = 45 \) kip-ft. --- **Diagram Explanation:** - **Beam Layout:** The beam is horizontally oriented, supported at two points (A and B). - **Supports:** - **Point A:** Represents a pin support. - **Point B:** Represents a roller support. - **Loadings:** - A vertical downward load \( F = 6.2 \) kips is applied at point C. - A counterclockwise moment \( P = 45 \) kip-ft is applied at point B. - **Distances:** - The distance from A to C is 8 feet. - The distance from C to D is 8 feet. - The distance from D to B is 8 feet. The goal is to calculate the internal shear force just to the right of point C. ---
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