Solve for reactions (moments and forces) and draw bending moment diagram. MUST use the method of consistent deformations ### Structural Analysis: Beam Diagram#### Diagram Description:The image depicts a beam fixed at the left end (A) and supported by a roller at point B. A downward force of 5 kN is applied at the right end (C) of the beam. The beam is segmented with specific lengths marked:- Segment AB: Left section fixed at point A and extends to point B with a roller support.- Segment BC: Extends from the roller support at B to the point C where the load is applied.The distance between point A and B is labeled as "12" and the distance between B and C as "8".#### Instructions:- **Objective:** Solve for the reactions at the supports and draw the moment diagram.- **Method:** Utilize the method of consistent deformations to complete the analysis.This example demonstrates the principles of static equilibrium and structural analysis for calculating support reactions and internal moment distribution. The solution involves applying equilibrium equations and compatibility conditions to find unknown forces and moments.

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Answered: E/A K 12 B 5KN لے * Solve for reactions…

Engineering

Mechanical Engineering

E/A K 12 B 5KN لے * Solve for reactions and draw moment diagram using method of consistent deformations

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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Concept explainers

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.

Question

Solve for reactions (moments and forces) and draw bending moment diagram. MUST use the method of consistent deformations

### Structural Analysis: Beam Diagram

#### Diagram Description:

The image depicts a beam fixed at the left end (A) and supported by a roller at point B. A downward force of 5 kN is applied at the right end (C) of the beam. The beam is segmented with specific lengths marked:

- Segment AB: Left section fixed at point A and extends to point B with a roller support.
- Segment BC: Extends from the roller support at B to the point C where the load is applied.

The distance between point A and B is labeled as "12" and the distance between B and C as "8".

#### Instructions:

- **Objective:** Solve for the reactions at the supports and draw the moment diagram.
- **Method:** Utilize the method of consistent deformations to complete the analysis.

This example demonstrates the principles of static equilibrium and structural analysis for calculating support reactions and internal moment distribution. The solution involves applying equilibrium equations and compatibility conditions to find unknown forces and moments.

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