228 CHAPTER 7 Bending of Thin Plates
Fig.7.9
Plate element subjected to bending, twisting, and transverse loads.
centroidofthefacesoftheelement.Fromtheprevioussections,
Mx=∫t/^2−t/ 2σxzdzMy=∫t/^2−t/ 2σyzdzMxy=(−Myx)=−∫t/^2−t/ 2τxyzdzInasimilarfashion,
Qx=∫t/^2−t/ 2τxzdzQy=∫t/^2−t/ 2τyzdz (7.15)ForequilibriumoftheelementparalleltoOzandassumingthattheweightoftheplateisincluded
inq
(
Qx+∂Qx
∂xδx)
δy−Qxδy+(
Qy+∂Qy
∂yδy)
δx−Qyδx+qδxδy= 0or,aftersimplification,
∂Qx
∂x+
∂Qy
∂y+q= 0 (7.16)