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SOLVED:The deflection of a uniformly loaded, long rectangular plate under an axial tension force is governed by a second-order differential equation. Let S represent the axial force and q the intensity of the uniform load. The deflection W along the elemental length is given by W^''(x)-(S)/(D) W(x)=(-q l)/(2 D) x+(q)/(2 D) x^2, 0 ≤x ≤l, W(0)=W(l)=0 where l is the length of the plate and D is the flexual rigidity of the plate. Let q=200 lb / in .^2, S=100 lb/in.. D=8.8 ×10^7 lb / in., and l=50
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