Compute the total elongation caused by an axial load of 100 kN applied to a flat bar 20 mm thick, tapering from a width of 120 mm to 40 mm in a length of 10 m as shown in figure. Assume E= 200 GPa. 20 mm 20 mm 20 mm thick 10 m — →- = 60 mm 60 mm
Compute the total elongation caused by an axial load of 100 kN applied to a flat bar 20 mm thick, tapering from a width of 120 mm to 40 mm in a length of 10 m as shown in figure. Assume E= 200 GPa. 20 mm 20 mm 20 mm thick 10 m — →- = 60 mm 60 mm
Chapter2: Loads On Structures
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Problem 1P
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![Compute the total elongation caused by an axial load of
100 kN applied to a flat bar 20 mm thick, tapering from a widtherios
AD of 120 mm to 40 mm in a length of 10 m as shown in figure.
Assume E = 200 GPa.
20 mm T
+
20 mm
20 mm thick
10 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5b9ca379-b2eb-47c6-9b67-0b7b94595286%2F436bdc91-84c6-4876-8ac7-cc5ac4106738%2Fksxzrpw_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Compute the total elongation caused by an axial load of
100 kN applied to a flat bar 20 mm thick, tapering from a widtherios
AD of 120 mm to 40 mm in a length of 10 m as shown in figure.
Assume E = 200 GPa.
20 mm T
+
20 mm
20 mm thick
10 m
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