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

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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
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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