A horizontal bar, fixed at one end (x=0), has a length of 1 m, and cross-sectional area of 100 mm2. Its elastic modulus varies along its length as given by E(x) = 100 e−x GPa, where x is the length coordinate (in m) along the axis of the bar. An axial tensile load of 10kN is applied at the free end (x =1). The axial displacement of the free end is mm.1.718

A horizontal bar, fixed at one end (x=0), has a length of 1 m, and cro

1.	A horizontal bar, fixed at one end (x=0), has a length of 1 m, and cross-sectional area of 100 mm2. Its elastic modulus varies along its length as given by E(x) = 100 e−x GPa, where x is the length coordinate (in m) along the axis of the bar. An axial tensile load of 10kN is applied at the free end (x =1). The axial displacement of the free end is mm.1.718
Answer» A horizontal bar, fixed at one end (x=0), has a length of 1 m, and cross-sectional area of 100 $m m^{2}$ . Its elastic modulus varies along its length as given by E(x) = 100 $e^{- x}$ GPa, where x is the length coordinate (in m) along the axis of the bar. An axial tensile load of 10kN is applied at the free end (x =1). The axial displacement of the free end is mm. 1.718

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