An isotropic sample of a material is subjected to a compressivestress of 230 MPa in the x direction. However, it is confined sothat the sample cannot deform in the y and z directions. Data:Young’s modulus of the block E = 46 GPa Poisson ratio υ = ⅓ Height= 0.5 m Width = 0.5 m Length = 0.5 m Calculate these stresses inthe y- and z-directions (in MPa to 2 decimal places) Calculate thestrain in the x direction. (% to 2 decimal places) DO NOT INCLUDEUNITS.
X-direction Strain (%)
Y-direction (MPa)
Z-direction (MPa)