Consider an unstiffened, simply supported rectangular plate of ... | Filo
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A rectangular plate is simply supported at x=0 and x=a boundaries; the other two boundaries are fixed. Determine the lowest value of the elastic buckling load by applying the equilibrium method. Assume that the plate is subjected to uniformly distributed compressive in-plane forces at the simply supported edges. | Numerade
A rectangular plate is simply supported at x=0 and x=a boundar…
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SOLVED:A rectangular plate, simply supported on all the edges, is subjected to a distributed transverse load of p(x, y)=p0 sin(πr)/(a) sin(πy)/(b) where a and b are the dimensions of the plate (Figure 10.23). (a) Verify that the displacement solution w(x ·y)=c sin(πx)/(a) sin(πy)/(b) where c=(p0)/(π^+ D[(1)/(a^2)+(1)/(b^2)]^2) satisfies the equilibriun equation and the bonndary conditions. (b) Using the solution of Eq. (E1). find exprressions for the moments and reactions in the plate.
SOLVED:A rectangular plate, simply supported on all the edges, is subj…
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