If a steel column with a cross-sectional area A= 1000mm^2, modulus of elasticity E= 200 Mpa and length 10 m is subjected
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If a steel column with a cross-sectional area A= 1000mm^2, modulus of elasticity E= 200 Mpa and length 10 m is subjected
If a steel column with a cross-sectional area A= 1000mm^2, modulus of elasticity E= 200 Mpa and length 10 m is subjected to 2 kN axial tension, compute for its axial deformation