Question

The rectangular plate shown in the figure below has the given loads uniformly distributed over the edges. The plate is 50 mm thick, AB is 500 mm and BC is 400 mm (a) (b) (c) (d) (e) Determine the shear forces which must operate on the edges BC and DA to maintain the equilibrium of the plate Relative to the x,y reference axes, determine the state of stress at any point P in the interior of the plate For the m.n axes oriented as shown, determine the normal and shear stress components Determine the magnitude of the principal stresses and their orientations with respect to the x-axis For the surface GH, whose outward normal is inclined at θ° to the X- axis, determine values of the tractions P, and Py for θ 0°, 60°, 90°, respectively. Determine the resultant stress on the plane for which θ 60° 400 kN 250 kN 300 kN 30° 300 kN 250 kN 400 kN

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