2.9 The principal stresses at a point in a bar are 50 MPa tensile and 30...
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2.9 The principal stresses at a point in a bar are 50 MPa tensile and 30 MPa compressive. Calculate the normal stress, shear stress and the resultant stress on a plane inclined at 50° to the axis of major principal stress. Also, find the maximum shear stress at the point. 2.9 The principal stresses at a point in a bar are 50 MPa tensile and 30 MPa compressive. Calculate the normal stress, shear stress and the resultant stress on a plane inclined at 50° to the axis of major principal stress. Also, find the maximum shear stress at the point.
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