determine the normal stresses in rod 1 (0₁) in
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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![• Bars (1) have a cross-sectional area of A₁ = 0.65 in.2 and a length, L₁= 7 ft.
• Bars (1) are made of cast iron with an elastic modulus of E₁ = 24,000 ksi, a coefficient of thermal expansion, a₁ = 12.3 x 10-6/°F and yield strength of oy = 120 ksi.
• Bar (2) has a cross-sectional area of A₂ = 1.45 in.² and a length, L₂ = 5.5 ft.
• Bar (2) is made of stainless steel with a coefficient of thermal expansion, a₂ = 10.6 × 10-6/°F.
• The stress-strain diagram provided below presents the results of the stainless steel's (i.e., Bar (2)) bar tension test.
• There is a gap of A = 0.1 in. in the connection at B and a = 3 ft.
• All bars are unstressed before a load P = 12 kips is applied and the temperature increases by AT = 40°F.
Stress-strain diagram for stainless steel bar:
(1)
a
Stress (ksi)
L2
Rigid bar
120
100
80
60
40
20
0
0
0
B
(2)
P
a
(1)
C
Upper scale
L₁
Connection details
at node C
Lower scale.
C
0.025 0.050 0.075 0.100 0.125 0.150 0.175
0.006 0.008 0.010 0.012 0.014
0.002 0.004
Strain (in./in.)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa85531d4-ee88-4ffb-bf07-a1f0b73ce4cf%2Fe2e16e2e-3449-4ede-b14a-5c9bab210719%2Fjryn8tej_processed.png&w=3840&q=75)
Transcribed Image Text:• Bars (1) have a cross-sectional area of A₁ = 0.65 in.2 and a length, L₁= 7 ft.
• Bars (1) are made of cast iron with an elastic modulus of E₁ = 24,000 ksi, a coefficient of thermal expansion, a₁ = 12.3 x 10-6/°F and yield strength of oy = 120 ksi.
• Bar (2) has a cross-sectional area of A₂ = 1.45 in.² and a length, L₂ = 5.5 ft.
• Bar (2) is made of stainless steel with a coefficient of thermal expansion, a₂ = 10.6 × 10-6/°F.
• The stress-strain diagram provided below presents the results of the stainless steel's (i.e., Bar (2)) bar tension test.
• There is a gap of A = 0.1 in. in the connection at B and a = 3 ft.
• All bars are unstressed before a load P = 12 kips is applied and the temperature increases by AT = 40°F.
Stress-strain diagram for stainless steel bar:
(1)
a
Stress (ksi)
L2
Rigid bar
120
100
80
60
40
20
0
0
0
B
(2)
P
a
(1)
C
Upper scale
L₁
Connection details
at node C
Lower scale.
C
0.025 0.050 0.075 0.100 0.125 0.150 0.175
0.006 0.008 0.010 0.012 0.014
0.002 0.004
Strain (in./in.)
![Q16: Assuming the elasticity modulus of the stainless steel bar is E =
28,000 ksi, determine the normal stresses in rod 1 (0₁) in ksi.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa85531d4-ee88-4ffb-bf07-a1f0b73ce4cf%2Fe2e16e2e-3449-4ede-b14a-5c9bab210719%2Fkl8mad_processed.png&w=3840&q=75)
Transcribed Image Text:Q16: Assuming the elasticity modulus of the stainless steel bar is E =
28,000 ksi, determine the normal stresses in rod 1 (0₁) in ksi.
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