An axial load P is applied to a 150"-long continuous bar with the cross-sectional areas (4) shown in the figure below. The stress-strain relation of the material used to make this bar obtained during a tension test can be expressed as follows: P € = A = 1 in² 50"- 0 16000 where o is the normal stress in ksi. a) Determine the axial elongation (in inches) and strain (in %) of the bar when P = 5 kips. b) Find the permanent elongation (in inches) and strain (in %) of the bar after removal of P in a). + 3 (165)³ A=¹in² 100"- P Note: You can assume that the elastic modulus (E) of material of the bar is equal, at all times, to the slope of the stress-strain curve at the origin.

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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An axial load P is applied to a 150"-long continuous bar with the cross-sectional areas (4) shown
in the figure below. The stress-strain relation of the material used to make this bar obtained during
a tension test can be expressed as follows:
P
€ =
A = 1 in²
-50"-
O
16000
where o is the normal stress in ksi.
a) Determine the axial elongation (in inches) and strain (in %) of the bar when P = 5 kips.
b) Find the permanent elongation (in inches) and strain (in %) of the bar after removal of P in
a).
+
(165)³
A = ¹in²
100"-
P
Note: You can assume that the elastic modulus (E) of material of the bar is equal, at all
times, to the slope of the stress-strain curve at the origin.
Transcribed Image Text:An axial load P is applied to a 150"-long continuous bar with the cross-sectional areas (4) shown in the figure below. The stress-strain relation of the material used to make this bar obtained during a tension test can be expressed as follows: P € = A = 1 in² -50"- O 16000 where o is the normal stress in ksi. a) Determine the axial elongation (in inches) and strain (in %) of the bar when P = 5 kips. b) Find the permanent elongation (in inches) and strain (in %) of the bar after removal of P in a). + (165)³ A = ¹in² 100"- P Note: You can assume that the elastic modulus (E) of material of the bar is equal, at all times, to the slope of the stress-strain curve at the origin.
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