Getting two element for a single call of element from a matrices

In below mentioned codes, i wrote compliance (S) matrice and inverse this matrix to get the stiffnes matrice(Q). I write all of this code with a variable theta 'th'.

Now i want to plot vxy which is having relation with one of the element of matrice(Q), when i called the element S(1:2) it is showing two element. So matrice dimention are not satifying for plot. Also some problem with Gxy.

syms th

E1=181*10^9;

E2=10.30*10^9;

v12=0.28;

G12=7.17*10^9;

s11=1/E1;

s21=-v12/E1;

s13=0;

s12=s21;

s22=1/E2;

s23=0;

s66=1/G12;

s=[s11 s12 s13;s21 s22 s23;0 0 s66]; %s is compliance matrix in priciple coordinate

q=inv(s); %q is stiffness matrix in priciple coordinate

T=[cosd(th).^2, sind(th).^2, 2*sind(th)*cosd(th); sind(th).^2, cosd(th).^2, -2*sind(th)*cosd(th);-sind(th)*cosd(th), sind(th)*cosd(th), cosd(th).^2-sind(th).^2];

R=[1 0 0;0 1 0;0 0 2];

Q=inv(T)*q*R*T*inv(R) %Q is stiffness matrix in other then fiber coordinate

S=inv(Q) %S is compliance matrix in other then fiber coordinate

Ex=(1./(S(1:1)));

Ey=(1./(S(2:2)));

vxy=-Ex.*S(2:1)

vyx=-Ey.*S(1:2)

Gxy(th)=(1./(S(3:3)))

th=-90:1:90;

% Ex1 =vpa(Ex(th));

% plot(th,Ex1,'r')

%

% Ey1=vpa(Ey(th));

% plot(th,Ey1,'g')

vyx1=vpa(vyx(th))

plot(th,vyx1,'b')

Answer 1

[deepak maurya]

Hello friends

I done the mistake of calling of element,

i was calling row and column instead of element.

I was using (:) colon in place of (,)