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/ 2
σxzdzMy=
∫t/^2
−t/ 2
σyzdzMxy=(−Myx)=−
∫t/^2
−t/ 2
τxyzdz
Inasimilarfashion,
Qx=
∫t/^2
−t/ 2
τxzdzQy=
∫t/^2
−t/ 2
τyzdz (7.15)
ForequilibriumoftheelementparalleltoOzandassumingthattheweightoftheplateisincluded
inq
(
Qx+
∂Qx
∂x
δx
)
δy−Qxδy+
(
Qy+
∂Qy
∂y
δy
)
δx−Qyδx+qδxδy= 0
or,aftersimplification,
∂Qx
∂x
+
∂Qy
∂y
+q= 0 (7.16)