A beam \( AB \) is loaded as shown in the figure.**Figure Description:**The diagram depicts a beam \( AB \) subjected to various loads. The beam is supported at two points: \( A \) on the left with a pin support and \( B \) on the right with a roller support.- **Distributed Load:** - A uniform distributed load of 300 lb/ft spans along the top of the beam from point \( A \) to a point before \( B \). - **Point Load:** - A 300 lb point load acts downward at point \( D \), which is 6 feet from \( A \) and 2 feet from \( C \).- **Dimensions:** - The beam spans a total of 8 feet. - \( A \) to \( D \) is 4 feet. - \( D \) to \( C \) is 2 feet. - \( C \) to \( B \) is 2 feet.**Problem Statement:**Determine the magnitude and location of the maximum absolute value of the bending moment.

Given :- A beam AB is having uniformly distributed load of 300 lb/ft Point load of 300 lb is…

Answered: A beam AB is loaded as shown in the…

A beam AB is loaded as shown in the figure. 300 lb/ft B C D - 4 ft- 2 ft 2 ft 300 lb Determine the magnitude and location of the maximum absolute value of the bending moment.

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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Question

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A beam \( AB \) is loaded as shown in the figure.

**Figure Description:**

The diagram depicts a beam \( AB \) subjected to various loads. The beam is supported at two points: \( A \) on the left with a pin support and \( B \) on the right with a roller support.

- **Distributed Load:**
- A uniform distributed load of 300 lb/ft spans along the top of the beam from point \( A \) to a point before \( B \).

- **Point Load:**
- A 300 lb point load acts downward at point \( D \), which is 6 feet from \( A \) and 2 feet from \( C \).

- **Dimensions:**
- The beam spans a total of 8 feet.
- \( A \) to \( D \) is 4 feet.
- \( D \) to \( C \) is 2 feet.
- \( C \) to \( B \) is 2 feet.

**Problem Statement:**

Determine the magnitude and location of the maximum absolute value of the bending moment.

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