A tie bar of length 2.5m and diameter 10mm carries an axial load of 12 kN. The modulus of elasticity of the bar material is 180GPa. Determine the induced tensile stress, the tensile strain and the change in length that occurs.
Stress = F/A
Area = 10x2.5x10^-3 = 0.025mm2
Stress = 12 ÷ 0.025 = 480 GPa
YM = stress/strain
Strain=stress/YM = 480/180 = 2.7
Strain = change/original
Change in length = 2.7x2.5x10^-3 = 6.75x10^-3 mm
is this correct?