Hi experts. I need this I A4 sheet in a clear handwriting. I will upvote.

Displacements are given as: u=0.0001 v=0.0002 ry? w=0.0001 (1+y) :? I:=0.5 y=-2 ::=2 Derivatives required to get the strain matrix: u,=0.0002r y=0 u=0 V,:=0.0002y* 1,=0.0004.Jy r=0 W, =0.0001? wy=0.0001-z? W. =0.0002 (1+y) : u=1.10- uy=0 w,=4.10 w,=4.10-4 w.=-6.10-4 strain matrix: 1 Err Ery Erz Ey Eyy Ey: Ezr Ezy u,+u, U,+V, U.+w. v,+u, vy+vy V,+W, w,+u, w,+v. W.+w. (1.10-4 4.10-4 2.10- = 4.10-4 -4.10- 2.10-4 2.10-- 2.10-4 -6.10-4 2 1)The strain matrx Eyy E: Egy Ey: 6:1 1.10- -4-10- -6.10-4 4.10-4 2. 10- 2. 10- 2) The stress strain relation ship is given by o=T. E:= 200 GPa V:=0.31 For isotropic materials the matrix T is as below: V 1-V V wy TERE Eyv E. ETY 0 :: T:- E (1 +v).(1-2 v) U 1-U U 0 0 0 T= V 0 0 0 0 0 0 0 0 0 1-2 v 0 0 1-2 v 0 0 0 0 0 0 0 1-2 v 1-V 0 0 0 Oy TE E E1 O=T.EE -96.826 - 173.162 -203.696 MPa 61.069 30.534 30.534