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The shear stresses on planes perpendicular to the y-axis

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Reference no: EM13632733

An element of a material experiences stresses: sigma_z = ?20 MPa; sigma_x = 40 MPa; taue_xz= 40 MPa; sigma_y= 80MPa. The shear stresses on planes perpendicular to the y-axis are zero. Calculate the three principal stresses and the maximum shear stress.

Reference no: EM13632733

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