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3. Determine the maximum bending moment for the beam shown below. a. 90 b. 165 c. 270 d. 300 4. Determine the location of the maximum bending moment for the beam shown below. a. A b. B c. C d. D

3. Determine the maximum bending moment for the beam shown below. a. 90 b. 165 c. 270 d. 300 4. Determine the location of the maximum bending moment for the beam shown below. a. A b. B c. C d. D

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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3. Determine the maximum bending moment for the beam shown below.

a. 90

b. 165

c. 270

d. 300

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

a. A

b. B

c. C

d. D 

The diagram represents a structural beam with multiple loads and support reactions. It includes the following details: - **Points and Loads:** - Point A: Vertical downward force of 30 kips. - Point B: Support with an upward force, \( B_y = 115 \) kips. - Point C: Vertical downward force of 50 kips. - Point D: Vertical downward force of 70 kips. - Point E: Vertical downward force of 50 kips. - Point F: Support with an upward force, \( F_y = 115 \) kips. - Point G: Vertical downward force of 30 kips. - **Distances:** - From A to B: 3 feet. - From B to C: 3 feet. - From C to D: 3 feet. - From D to E: 3 feet. - From E to F: 3 feet. - From F to G: 3 feet. - **Supports:** - Triangular supports are located at points B and F, each providing an upward reaction of 115 kips. This beam is subject to several point loads and is supported at two locations, creating a balanced system such that the reactions at the supports can accommodate the applied loads. This type of diagram is crucial for analyzing structural stability and ensuring the safety of engineering designs.
Transcribed Image Text:The diagram represents a structural beam with multiple loads and support reactions. It includes the following details: - **Points and Loads:** - Point A: Vertical downward force of 30 kips. - Point B: Support with an upward force, \( B_y = 115 \) kips. - Point C: Vertical downward force of 50 kips. - Point D: Vertical downward force of 70 kips. - Point E: Vertical downward force of 50 kips. - Point F: Support with an upward force, \( F_y = 115 \) kips. - Point G: Vertical downward force of 30 kips. - **Distances:** - From A to B: 3 feet. - From B to C: 3 feet. - From C to D: 3 feet. - From D to E: 3 feet. - From E to F: 3 feet. - From F to G: 3 feet. - **Supports:** - Triangular supports are located at points B and F, each providing an upward reaction of 115 kips. This beam is subject to several point loads and is supported at two locations, creating a balanced system such that the reactions at the supports can accommodate the applied loads. This type of diagram is crucial for analyzing structural stability and ensuring the safety of engineering designs.
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