Draw and label the shear and moment diagrams for the beam below. Vmax =_______ Mmax = __________ V =0 @x = __________ **Structural Analysis of a Simply Supported Beam**This diagram illustrates a simply supported beam subjected to multiple loads. The beam is supported at both ends: a pin support on the left and a roller support on the right. Below, we describe the key elements of the diagram:1. **Supports:** - The left end of the beam (A) is supported by a pin support, which allows rotation but prevents translation in any direction. This support exerts a vertical reaction force of 18.45 kips upwards. - The right end of the beam (B) is supported by a roller support, which allows horizontal movement but prevents vertical translation. This support has a vertical reaction force of 15.55 kips upwards.2. **Loads:** - There are two concentrated forces acting downwards on the beam: - A 9 kips load is located 4 feet from the left support. - A 5 kips load is positioned 5 feet from the right support. - Additionally, there is a uniformly distributed load of 1 kip/ft applied over an 11-foot span, starting 4 feet from the left support and ending 10 feet from the right support.3. **Dimensions:** - The total length of the beam is 20 feet. - The distance from the left support to the point where the 9 kips load is applied is 4 feet. - The portion of the beam subjected to the uniformly distributed load spans 11 feet. - The 5 kips load is applied 5 feet from the right support.Understanding the loading conditions and support reactions will allow for calculating internal forces, shear forces, and bending moments in the beam, which are essential for ensuring the structural integrity and safety of the construction.For further calculations or examples of similar problems, refer to the module on "Beam Reactions and Internal Forces."

Answered: Image /qna-images/answer/5114ebf5-5c33-4d9d-b34e-3d3fc15f4b11.jpg

Answered: 118,45k 9k ↓ 11' 1k/f 5k in 15,55k

Engineering

Mechanical Engineering

118,45k 9k ↓ 11' 1k/f 5k in 15,55k

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

Bending Moment

In general, we can define the bending moment as the reaction induced when a certain amount of load or force is applied to an element which makes it bend.

Question

Draw and label the shear and moment diagrams for the beam below.

Vmax =_______ Mmax = __________ V =0 @x = __________

**Structural Analysis of a Simply Supported Beam**

This diagram illustrates a simply supported beam subjected to multiple loads. The beam is supported at both ends: a pin support on the left and a roller support on the right. Below, we describe the key elements of the diagram:

1. **Supports:**
- The left end of the beam (A) is supported by a pin support, which allows rotation but prevents translation in any direction. This support exerts a vertical reaction force of 18.45 kips upwards.
- The right end of the beam (B) is supported by a roller support, which allows horizontal movement but prevents vertical translation. This support has a vertical reaction force of 15.55 kips upwards.

2. **Loads:**
- There are two concentrated forces acting downwards on the beam:
- A 9 kips load is located 4 feet from the left support.
- A 5 kips load is positioned 5 feet from the right support.
- Additionally, there is a uniformly distributed load of 1 kip/ft applied over an 11-foot span, starting 4 feet from the left support and ending 10 feet from the right support.

3. **Dimensions:**
- The total length of the beam is 20 feet.
- The distance from the left support to the point where the 9 kips load is applied is 4 feet.
- The portion of the beam subjected to the uniformly distributed load spans 11 feet.
- The 5 kips load is applied 5 feet from the right support.

Understanding the loading conditions and support reactions will allow for calculating internal forces, shear forces, and bending moments in the beam, which are essential for ensuring the structural integrity and safety of the construction.

For further calculations or examples of similar problems, refer to the module on "Beam Reactions and Internal Forces."

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how come this is not correct for my shear diagram? i got v=100 for both sides
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