Determine the maximum bending moment for the beam shown below. a. 20.0 b. 44.0 c. 23.2 d. 10.0 Determine the location of the maximum bending moment for the beam shown below. a. A b. B c. C d. D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the maximum bending moment for the beam shown below.

a. 20.0

b. 44.0

c. 23.2

d. 10.0

Determine the location of the maximum bending moment for the beam shown below.

a. A

b. B

c. C

d. D 

The diagram presents a beam subjected to various forces and moments. Here's a detailed explanation:

- **Beam Layout**: The beam has six labeled points: A, B, C, D, E, and F. It spans a total length of 15 feet with equal segments of 3 feet between these points.

- **Forces**:

  - **Point A**: There is an 8 kips (k) downward force.
  
  - **Point B**: An upward reaction force of 21.2 kips (Bₓ = 21.2 k) is applied.
  
  - **Point C**: A 4 kips downward force.
  
  - **Point D**: A 10 kips downward force.
  
  - **Point E**: A 6 kips downward force.
  
  - **Point F**: An upward reaction force of 6.8 kips (Fₓ = 6.8 k).

- **Moment**: At point A, there is a counterclockwise moment of 20 kip-feet (k.ft) applied.

- **Distance Between Points**: The distances between consecutive points (A to B, B to C, C to D, D to E, E to F) are all 3 feet.

This diagram could be used in structural engineering education to analyze bending moments, shear forces, and reactions in a beam subjected to loads and moments.
Transcribed Image Text:The diagram presents a beam subjected to various forces and moments. Here's a detailed explanation: - **Beam Layout**: The beam has six labeled points: A, B, C, D, E, and F. It spans a total length of 15 feet with equal segments of 3 feet between these points. - **Forces**: - **Point A**: There is an 8 kips (k) downward force. - **Point B**: An upward reaction force of 21.2 kips (Bₓ = 21.2 k) is applied. - **Point C**: A 4 kips downward force. - **Point D**: A 10 kips downward force. - **Point E**: A 6 kips downward force. - **Point F**: An upward reaction force of 6.8 kips (Fₓ = 6.8 k). - **Moment**: At point A, there is a counterclockwise moment of 20 kip-feet (k.ft) applied. - **Distance Between Points**: The distances between consecutive points (A to B, B to C, C to D, D to E, E to F) are all 3 feet. This diagram could be used in structural engineering education to analyze bending moments, shear forces, and reactions in a beam subjected to loads and moments.
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