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Draw the shear and moment diagrams for the beam shown below. 10k 8k 8k.ft 10 k.ft 6 k.ft E-8.75 k A,=9.25 k 4 ft 8 ft 4 ft

Draw the shear and moment diagrams for the beam shown below. 10k 8k 8k.ft 10 k.ft 6 k.ft E-8.75 k A,=9.25 k 4 ft 8 ft 4 ft

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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The image is a diagram of a beam showing various forces acting on it, intended for creating shear and moment diagrams. Here's a detailed description: **Beam Layout:** - The beam is horizontal, supported at points labeled A and E. **Distances:** - The total length of the beam is 16 feet, divided into three segments: - 4 feet from point A to point B - 8 feet from point B to point C - 4 feet from point C to point E **Forces and Moments:** - At point A: - Vertical force \( A_y = 9.25 \, \text{kips (k)} \) pointing upwards. - Between points B and C: - A counterclockwise moment of \( 10 \, \text{kips (k)}\cdot\text{ft} \). - At point D: - A clockwise moment of \( 6 \, \text{kips (k)}\cdot\text{ft} \). - At point E: - Vertical force \( E_y = 8.75 \, \text{kips (k)} \) pointing upwards. - Downward loads: - \( 10 \, \text{kips (k)} \) at point B. - \( 8 \, \text{kips (k)} \) at point C. **Instructions:** - The task is to draw the shear force and bending moment diagrams for this beam. This setup serves as a practical example for students learning to analyze beams in static equilibrium, calculate reactions at supports, and construct shear and moment diagrams.
Transcribed Image Text:The image is a diagram of a beam showing various forces acting on it, intended for creating shear and moment diagrams. Here's a detailed description: **Beam Layout:** - The beam is horizontal, supported at points labeled A and E. **Distances:** - The total length of the beam is 16 feet, divided into three segments: - 4 feet from point A to point B - 8 feet from point B to point C - 4 feet from point C to point E **Forces and Moments:** - At point A: - Vertical force \( A_y = 9.25 \, \text{kips (k)} \) pointing upwards. - Between points B and C: - A counterclockwise moment of \( 10 \, \text{kips (k)}\cdot\text{ft} \). - At point D: - A clockwise moment of \( 6 \, \text{kips (k)}\cdot\text{ft} \). - At point E: - Vertical force \( E_y = 8.75 \, \text{kips (k)} \) pointing upwards. - Downward loads: - \( 10 \, \text{kips (k)} \) at point B. - \( 8 \, \text{kips (k)} \) at point C. **Instructions:** - The task is to draw the shear force and bending moment diagrams for this beam. This setup serves as a practical example for students learning to analyze beams in static equilibrium, calculate reactions at supports, and construct shear and moment diagrams.
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