function y = LinearTriangleElementPStresses(sigma)
%LinearTriangleElementPStresses   This function returns the element 
%                                 principal stresses and their 
%                                 angle given the element 
%                                 stress vector.
R = (sigma(1) + sigma(2))/2;
Q = ((sigma(1) - sigma(2))/2)^2 + sigma(3)*sigma(3);
M = 2*sigma(3)/(sigma(1) - sigma(2));
s1 = R + sqrt(Q);
s2 = R - sqrt(Q);
theta = (atan(M)/2)*180/pi;
y = [s1 ; s2 ; theta];