62 (1%) Consider a rectangular plate with sides a and b and thickness t, as shown...
Consider a rectangular plate with sides a and b and thickness t, as shown in the figure at left below. a. Resultant forces & moment, Apply the Saint-Venant's Principle to find the resultant normal and shearing boundary forces as well as resultant bending moment along the left (x-0,0sysb) and right (x-a0sysb) edges of the plate. The respective sense of each resultant is defined in the figure at right below. b Plane stress vs plane strain. The solutions to the above...
2. A rectangular plate with sides 6 m and 4 m of thickness l 12 mm (Fig. 1) is subjected to the stresses σο Ơy and Fry. An Airy stress function is proposed to be φ = 12x3y. (a) Is φ a possible valid Airy stress function? Prove your answer by a calculation. (b) If φ is valid, determine the values of stresses (Ox, σ, and τ, at point (xy,z) which satisfy the stress function. (c) Draw a sketch showing...
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...
1. Consider a rectangular plate with sides a and b of thickness t, as showen in Fig. P1, for the stress function 0 = px?y, where p is a constant, what will be the resultant normal bounday force Py allong the edge of the plate y = b? (a) 3pabt, (b) pat, (c) 2pabt, (d) 0, (e) none of above YA 3 4 6 4 25 6 51 MPa X a Fig. P1 Fig. P2
1. Consider a rectangular plate with sides a and b of thickness t, as showen in Fig. P1, for the stress function Ø = px3y, where p is a constant, what will be the resultant normal bounday force Py allong the edge of the plate y = b? (a) 3pabt, (b) pa’t, (c) 2pa’bt, (d) 0, (e) none of above YA b 3 4 6 4 2 5 6 5 1 MPa X k a Fig. P1 Fig. P2