If a steel column with cross-sectional area A = 1000 mm2, modulus of elasticity E 200 MPa and length of 10 m is subjected to 2 kN axial tension, compute for its axial deformation O + 100 mm O +0.1 mm O - 100 mm O - 1.0 m

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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If a steel column with cross-sectional area A = 1000 mm2, modulus of elasticity E 200 MPa and length of 10 m
is subjected to 2 kN axial tension, compute for its axial deformation
O + 100 mm
O +0.1 mm
O 100 mm
O-1.0 m
Transcribed Image Text:If a steel column with cross-sectional area A = 1000 mm2, modulus of elasticity E 200 MPa and length of 10 m is subjected to 2 kN axial tension, compute for its axial deformation O + 100 mm O +0.1 mm O 100 mm O-1.0 m
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