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Draw and shear and moment diagrams for the beam.

Draw and shear and moment diagrams for the beam.

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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Draw and shear and moment diagrams for the beam.

The image illustrates a structural beam supported at two points, A and B, and subjected to several loads. - **Support at A**: The beam is fixed at point A on the left side. This suggests it might be a fixed support capable of resisting vertical, horizontal, and moment forces. - **Support at B**: Located 5 meters from A (2m + 3m), point B appears to have a simple support (like a roller), indicating it can resist vertical force but allows for horizontal translation and rotation. ### Loads Applied: 1. **Moment Load**: - A moment of 20 kN·m is applied 2 meters from support A. This moment is rotating clockwise about its point of application. 2. **Point Load**: - An 8 kN vertical downward load is applied 3 meters from A (2m + 1m). 3. **Distributed Load**: - A uniform distributed load of 15 kN/m acts over the 3-meter segment to the right of point B. ### Distances: - Between point A and the point of moment application: 2 meters. - Between the point of moment application and the point of the point load: 1 meter. - Between the point load and point B: 2 meters. - The distributed load extends 3 meters to the right of point B. This setup is typical for analyzing shear forces, bending moments, and reactions in statically determinate beams.
Transcribed Image Text:The image illustrates a structural beam supported at two points, A and B, and subjected to several loads. - **Support at A**: The beam is fixed at point A on the left side. This suggests it might be a fixed support capable of resisting vertical, horizontal, and moment forces. - **Support at B**: Located 5 meters from A (2m + 3m), point B appears to have a simple support (like a roller), indicating it can resist vertical force but allows for horizontal translation and rotation. ### Loads Applied: 1. **Moment Load**: - A moment of 20 kN·m is applied 2 meters from support A. This moment is rotating clockwise about its point of application. 2. **Point Load**: - An 8 kN vertical downward load is applied 3 meters from A (2m + 1m). 3. **Distributed Load**: - A uniform distributed load of 15 kN/m acts over the 3-meter segment to the right of point B. ### Distances: - Between point A and the point of moment application: 2 meters. - Between the point of moment application and the point of the point load: 1 meter. - Between the point load and point B: 2 meters. - The distributed load extends 3 meters to the right of point B. This setup is typical for analyzing shear forces, bending moments, and reactions in statically determinate beams.
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