A rectangular plate is subjected to uniformly distributed stresses acting along its edges. Determine (a) The normal and shear stresses on planes parallel and perpendicular to a-a. (b) The maximum shear stress. Sketch the results on properly oriented elements. 40 MPa 40 C 50 MPa 25 MPa 2. A round cantilever bar is loaded. Given diameter d = 50mm, T = 0.1P N.m, F = 10P N. Allowable stresses are 100 MPa in tension and 60 MPa in shear the free end. Determine largest P. on a section at a = 120 mm from (a) (c) ; +