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*6-8. Draw the shear and moment diagrams for the beam, and determine the shear and moment throughout the beam as functions of x for 0 ≤ x ≤ 6 ft and 6 ft ≤ x ≤ 9 ft. X- 2 kip/ft 6 ft 3 ft 4 kip 20 kip-ft

*6-8. Draw the shear and moment diagrams for the beam, and determine the shear and moment throughout the beam as functions of x for 0 ≤ x ≤ 6 ft and 6 ft ≤ x ≤ 9 ft. X- 2 kip/ft 6 ft 3 ft 4 kip 20 kip-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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Show how to solve this question by taking a cut from the left to the right , show step by step solution on how to get the equations at each cut 

**Problem 6-8:** Draw the shear and moment diagrams for the beam, and determine the shear and moment throughout the beam as functions of \( x \) for \( 0 \leq x \leq 6 \, \text{ft} \) and \( 6 \, \text{ft} \leq x \leq 9 \, \text{ft} \). **Diagram Explanation:** - The beam shown is fixed at the left end. - It is subject to a uniformly distributed load of \(2 \, \text{kips/ft}\) over a section. - A point force of \(4 \, \text{kips}\) is applied at a specific point along the beam. - There is a moment of \(20 \, \text{kip} \cdot \text{ft}\) applied at the left end. - The beam spans a total length of \(9 \, \text{ft}\) with distances marked as \(3 \, \text{ft}\) and the position \(x\) within \(6 \, \text{ft}\). Use these details to construct appropriate shear force and bending moment diagrams to analyze the beam's response under the given loads.
Transcribed Image Text:**Problem 6-8:** Draw the shear and moment diagrams for the beam, and determine the shear and moment throughout the beam as functions of \( x \) for \( 0 \leq x \leq 6 \, \text{ft} \) and \( 6 \, \text{ft} \leq x \leq 9 \, \text{ft} \). **Diagram Explanation:** - The beam shown is fixed at the left end. - It is subject to a uniformly distributed load of \(2 \, \text{kips/ft}\) over a section. - A point force of \(4 \, \text{kips}\) is applied at a specific point along the beam. - There is a moment of \(20 \, \text{kip} \cdot \text{ft}\) applied at the left end. - The beam spans a total length of \(9 \, \text{ft}\) with distances marked as \(3 \, \text{ft}\) and the position \(x\) within \(6 \, \text{ft}\). Use these details to construct appropriate shear force and bending moment diagrams to analyze the beam's response under the given loads.
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