Rod A has a cross-sectional area of 2 in^2 and a modulus of elasticity of 10E6 psi. Rod B has a cross-sectional area of 4 in^2 and a modulus of elasticity of 16E6 psi. Between the two rods there is a gap of b=0.01 in. A uniformly distributed load of 20 kip/in directed to the right is acting on rod A, and a uniformly distributed load of 20 kip/in pointing to the left is acting on rod B. Find the normal stress of rod A on the wall. 3.100 봉 A는 2 in"의 단면적을 가지고 있고, 탄성계수는 10E6 psi 이다. US unit 가지고 있고, 탄성계수는 16 E6 psi이다. 두 봉 사이에는 63D0.01 1 향하는 균일하게 분포된 하중 20kip/in 가 봉 A에 작용하고, 왼쪽 된 하중 20kip/in가 봉 B에 작용하고 있다. 벽에서 봉 A의 수 B 10 in 10 in- b. [그림 P3.100]
Rod A has a cross-sectional area of 2 in^2 and a modulus of elasticity of 10E6 psi. Rod B has a cross-sectional area of 4 in^2 and a modulus of elasticity of 16E6 psi. Between the two rods there is a gap of b=0.01 in. A uniformly distributed load of 20 kip/in directed to the right is acting on rod A, and a uniformly distributed load of 20 kip/in pointing to the left is acting on rod B. Find the normal stress of rod A on the wall. 3.100 봉 A는 2 in"의 단면적을 가지고 있고, 탄성계수는 10E6 psi 이다. US unit 가지고 있고, 탄성계수는 16 E6 psi이다. 두 봉 사이에는 63D0.01 1 향하는 균일하게 분포된 하중 20kip/in 가 봉 A에 작용하고, 왼쪽 된 하중 20kip/in가 봉 B에 작용하고 있다. 벽에서 봉 A의 수 B 10 in 10 in- b. [그림 P3.100]
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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![Rod A has a cross-sectional area of 2 in^2
and a modulus of elasticity of 10E6 psi. Rod
B has a cross-sectional area of 4 in^2 and a
modulus of elasticity of 16E6 psi. Between
the two rods there is a gap of b=0.01 in. A
uniformly distributed load of 20 kip/in
directed to the right is acting on rod A, and a
uniformly distributed load of 20 kip/in
pointing to the left is acting on rod B. Find
the normal stress of rod A on the wall.
3100 봉 A는 2 in'의 단면적을 가지고 있고, 탄성계수는 10E6 psi 이다.
US unit
가지고 있고, 탄성계수는 16 E6 psi이다. 두 봉 사이에는 63D0.01 1
향하는 균일하게 분포된 하중 20kip/in 가 봉 A에 작용하고, 왼쪽
된 하중 20kip/in가 봉 B에 작용하고 있다. 벽에서 봉 A의 수
B
10 in
10 in-
b.
[그림 P3.100]](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fba75fe55-8759-4a9e-868b-23976595888e%2Ffaa73345-1cfe-4c0b-bcd7-97b17dbae42e%2F9klayep_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Rod A has a cross-sectional area of 2 in^2
and a modulus of elasticity of 10E6 psi. Rod
B has a cross-sectional area of 4 in^2 and a
modulus of elasticity of 16E6 psi. Between
the two rods there is a gap of b=0.01 in. A
uniformly distributed load of 20 kip/in
directed to the right is acting on rod A, and a
uniformly distributed load of 20 kip/in
pointing to the left is acting on rod B. Find
the normal stress of rod A on the wall.
3100 봉 A는 2 in'의 단면적을 가지고 있고, 탄성계수는 10E6 psi 이다.
US unit
가지고 있고, 탄성계수는 16 E6 psi이다. 두 봉 사이에는 63D0.01 1
향하는 균일하게 분포된 하중 20kip/in 가 봉 A에 작용하고, 왼쪽
된 하중 20kip/in가 봉 B에 작용하고 있다. 벽에서 봉 A의 수
B
10 in
10 in-
b.
[그림 P3.100]
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