2.4-3 A steel bar with a uniform cross section i fixed at both ends. A load P = 2.5 kips is applied a point C. The bar has a cross-sectional area of 8 in Calculate the reactions at joints A and B and the dis placement at joint C. Assume that the modulus o elasticity E = 29,000 ksi. A 3 ft Pc = 2.5 kips C 6 ft В
2.4-3 A steel bar with a uniform cross section i fixed at both ends. A load P = 2.5 kips is applied a point C. The bar has a cross-sectional area of 8 in Calculate the reactions at joints A and B and the dis placement at joint C. Assume that the modulus o elasticity E = 29,000 ksi. A 3 ft Pc = 2.5 kips C 6 ft В
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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![2.4-3A steel bar with a uniform cross section is
fixed at both ends. A load P = 2.5 kips is applied at
point C. The bar has a cross-sectional area of 8 in.
Calculate the reactions at joints A and B and the dis-
placement at joint C. Assume that the modulus of
elasticity E = 29,000 ksi.
A
3 ft
Pc = 2.5 kips
C
6 ft
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdb68b751-1d98-4c7c-80f6-777fd2dea703%2F7b7bcf19-7e07-496b-9f21-fd5c32b93ea2%2F1fvwkco_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2.4-3A steel bar with a uniform cross section is
fixed at both ends. A load P = 2.5 kips is applied at
point C. The bar has a cross-sectional area of 8 in.
Calculate the reactions at joints A and B and the dis-
placement at joint C. Assume that the modulus of
elasticity E = 29,000 ksi.
A
3 ft
Pc = 2.5 kips
C
6 ft
B
Expert Solution
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Step 1
As per given Question
Load=2.5kips
Area=8 in2
E= 29000 ksi
We have find reaction at A and B and displacement at C
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