1) The head H is connected to the cylinder of a compressor using six steel bolts. If the clamping force in each bolt is 4000N, determine the normal strain in the bolts. Each bolt has a diameter of 5 mm. If o,= 280 MPa and Est = 210GPa, what is the strain in each bolt when the nut is unscrewed so that the clamping force is released? a) 0.970 b) 0.203 c) 0.970 (10-³) d) Insufficient information to determine because the stress is beyond yield point H
1) The head H is connected to the cylinder of a compressor using six steel bolts. If the clamping force in each bolt is 4000N, determine the normal strain in the bolts. Each bolt has a diameter of 5 mm. If o,= 280 MPa and Est = 210GPa, what is the strain in each bolt when the nut is unscrewed so that the clamping force is released? a) 0.970 b) 0.203 c) 0.970 (10-³) d) Insufficient information to determine because the stress is beyond yield point H
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![1) The head H is connected to the cylinder of a compressor using six
steel bolts. If the clamping force in each bolt is 4000N, determine
the normal strain in the bolts. Each bolt has a diameter of 5 mm. If
o₂ = 280 MPa and Est = 210GPa, what is the strain in each bolt when
the nut is unscrewed so that the clamping force is released?
a) 0.970
b) 0.203
c) 0.970(10-³)
d)
Insufficient information to
determine because the
stress is beyond yield point
H
&](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fca6b5de9-d666-4be4-bec5-372f49facd74%2Fd1397bd5-bc56-460b-9516-5f945e2b7b66%2Fmy30j9n_processed.png&w=3840&q=75)
Transcribed Image Text:1) The head H is connected to the cylinder of a compressor using six
steel bolts. If the clamping force in each bolt is 4000N, determine
the normal strain in the bolts. Each bolt has a diameter of 5 mm. If
o₂ = 280 MPa and Est = 210GPa, what is the strain in each bolt when
the nut is unscrewed so that the clamping force is released?
a) 0.970
b) 0.203
c) 0.970(10-³)
d)
Insufficient information to
determine because the
stress is beyond yield point
H
&
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