224 CHAPTER 7 Bending of Thin Plates
Fig.7.5
(a) Plate subjected to bending and twisting; (b) tangential and normal moments on an arbitrary plane.
Fig.7.6
Complementary shear stresses due to twisting momentsMxy.
or
Mt=
(Mx−My)
2
sin2α+Mxycos2α (7.11)
(compareEqs.(7.10)and(7.11)withEqs.(1.8)and(1.9)).WeobservefromEq.(7.11)thatthereare
twovaluesofα,differingby90◦andgivenby
tan2α=−
2 Mxy
Mx−My