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Solve 11.4 analyze each structure by moment distribution determine all reactions and draw the shear and moment diagrams, locating points of inflection and labeling values of maximum shear and moment in each span. unless otherwise noted El is constant. PLEASE ONLY USE DIRECT DISPLACEMENT METHOD ONLY!!** ** A 6 m 9 m 50 kN B 200 kN.m 2 C 3 3 m 14

Solve 11.4 analyze each structure by moment distribution determine all reactions and draw the shear and moment diagrams, locating points of inflection and labeling values of maximum shear and moment in each span. unless otherwise noted El is constant. PLEASE ONLY USE DIRECT DISPLACEMENT METHOD ONLY!!** ** A 6 m 9 m 50 kN B 200 kN.m 2 C 3 3 m 14

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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### Structural Analysis Problem: Moment Distribution Method #### Problem Statement: **Task: Analyze the given structure using the moment distribution method. Determine all reactions and draw the shear and moment diagrams. Locate the points of inflection and label the values of maximum shear and moment in each span. Unless otherwise noted, the flexural rigidity (EI) is constant.** **Important Note:** **Please only use the direct displacement method only.** #### Diagram Description: The diagram provided in the problem statement depicts a horizontally oriented beam AB with two spans and labeled points: - Point A: The beam is fixed to a vertical support. - Point B: The beam rests on a roller support. - Point C: The beam extends beyond the roller support. The beam has the following loads and moments: - A downward point load of 50 kN is placed 6 meters from point A, located between points A and B. - A moment of 200 kN·m is applied clockwise at point C. The dimensions noted in the diagram are: - The distance from point A to point B is 6 meters. - The span from point B to the end of the beam at point C is 12 meters (with a 9-meter segment from B to another point and a 3-meter segment from the same point to C). The overall layout shows: 1. **Span AB (6 meters):** Contains a downward point load (50 kN) 6 meters from A. 2. **Span BC (12 meters):** Includes both a segment of 9 meters (from B to another point) and 3 meters (from the same point to C) with an external moment applied at C. **Figure Label:** The figure is labeled as "P11.4." --- This information will help you analyze the structure and solve the problem using the moment distribution method, focusing on determining reactions, and constructing shear and moment diagrams. **Note:** For step-by-step solutions, detailed numerical calculations, and diagrammatic illustrations, please refer to the relevant educational sections on the website.
Transcribed Image Text:### Structural Analysis Problem: Moment Distribution Method #### Problem Statement: **Task: Analyze the given structure using the moment distribution method. Determine all reactions and draw the shear and moment diagrams. Locate the points of inflection and label the values of maximum shear and moment in each span. Unless otherwise noted, the flexural rigidity (EI) is constant.** **Important Note:** **Please only use the direct displacement method only.** #### Diagram Description: The diagram provided in the problem statement depicts a horizontally oriented beam AB with two spans and labeled points: - Point A: The beam is fixed to a vertical support. - Point B: The beam rests on a roller support. - Point C: The beam extends beyond the roller support. The beam has the following loads and moments: - A downward point load of 50 kN is placed 6 meters from point A, located between points A and B. - A moment of 200 kN·m is applied clockwise at point C. The dimensions noted in the diagram are: - The distance from point A to point B is 6 meters. - The span from point B to the end of the beam at point C is 12 meters (with a 9-meter segment from B to another point and a 3-meter segment from the same point to C). The overall layout shows: 1. **Span AB (6 meters):** Contains a downward point load (50 kN) 6 meters from A. 2. **Span BC (12 meters):** Includes both a segment of 9 meters (from B to another point) and 3 meters (from the same point to C) with an external moment applied at C. **Figure Label:** The figure is labeled as "P11.4." --- This information will help you analyze the structure and solve the problem using the moment distribution method, focusing on determining reactions, and constructing shear and moment diagrams. **Note:** For step-by-step solutions, detailed numerical calculations, and diagrammatic illustrations, please refer to the relevant educational sections on the website.
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