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-jif "-""IIMJ tlnl! HdllllUI M. M-&': I. "a ;iy^^-g ?ra^."i:^ ; *->^ ^"^fc^ivtv^. ratWMTMKM iiitrj^Mei'nTnntnir'-iiTii -r ^^-^.-|T)fgB. Finite Bifierence Equations lot the Analysis of Thin Rectangular Plates With Coinblnations of FitMVaM. ^ e>':E ^es '. : '.- (Hon :);. E rtohj M* V, ' : BRXi-li' . University of Texas, Defense Research L*afo., Austin (Same). E'aa 28- tables, diagr (Same): Atig 48/ 3?neUss*. : finite difference and differential e qu ti ns are developed for the analysis of thin rectangular plates with . one edge fixed and'-three- edges free , as a preliminary' study of the structural characteristics of thia swept ^ings and fins*, Emphasis is placed on the finite difference equations, and egressions are presented for the determination f deflections .. shears, moments, and reactions for a rectangular plate with various combinations of fixed and free edge conditions and transverse loadings The deflections and stresses for a square plate fixed along One edge and carrying load at the center of the other edge was evaluated.
SJ^rt' 1 LiE FENS E RESEARCH L,A BOBATGRY THE UlN.iWERSITY OF ^TEWAS Gepj •HOC j£S?OF-IOO:? finite Difference Equations-, for, the Analysts- …
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