The I-beam supports the 1110-lb force and the 1430-lb-ft couple, applied to the 1.5-ft strut welded to the end of the beam. Draw the shear and moment diagrams for the horizontal beam. Then answer the questions. The distance x is measured from the left end of the beam to the right. 1430 lb-ft 1110 lb 9 1.5' A B 5 -2.0' -2.0' 2.0'
The I-beam supports the 1110-lb force and the 1430-lb-ft couple, applied to the 1.5-ft strut welded to the end of the beam. Draw the shear and moment diagrams for the horizontal beam. Then answer the questions. The distance x is measured from the left end of the beam to the right. 1430 lb-ft 1110 lb 9 1.5' A B 5 -2.0' -2.0' 2.0'
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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![Chapter 5, Reserve Problem 5/142
The I-beam supports the 1110-lb force and the 1430-lb-ft couple, applied to the 1.5-ft strut welded to the end of the beam. Draw the shear and moment diagrams for the horizontal beam. Then answer the
questions. The distance x is measured from the left end of the beam to the right.
1430 lb-ft
1110 Ib
9
1.5'
А
B
2.0'
- 2.0'
2.0'
Questions:
At x = 1 ft, V =
Ib, M =
| Ib-ft
At x = 2.4 ft, V =
Ib, M =
Ib-ft
At x = 5.4 ft, V =
Ib, M =
Ib-ft
The maximum (absolute value) shear force in the beamis
Ib
The maximum (absolute value) bending moment in the beam is
Ib-ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fffae27de-c12e-47b5-a6ad-4a41a766eab3%2Fa8e9218e-4c4b-4702-addc-87ecb2217994%2Fype1it_processed.png&w=3840&q=75)
Transcribed Image Text:Chapter 5, Reserve Problem 5/142
The I-beam supports the 1110-lb force and the 1430-lb-ft couple, applied to the 1.5-ft strut welded to the end of the beam. Draw the shear and moment diagrams for the horizontal beam. Then answer the
questions. The distance x is measured from the left end of the beam to the right.
1430 lb-ft
1110 Ib
9
1.5'
А
B
2.0'
- 2.0'
2.0'
Questions:
At x = 1 ft, V =
Ib, M =
| Ib-ft
At x = 2.4 ft, V =
Ib, M =
Ib-ft
At x = 5.4 ft, V =
Ib, M =
Ib-ft
The maximum (absolute value) shear force in the beamis
Ib
The maximum (absolute value) bending moment in the beam is
Ib-ft
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