📄 spacetrusselementstress.m
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function y = SpaceTrussElementStress(E,L,thetax,thetay,thetaz,u)
%SpaceTrussElementStress This function returns the element stress
% given the modulus of elasticity E, the
% length L, the angles thetax, thetay,
% thetaz (in degrees), and the element
% nodal displacement vector u.
x = thetax * pi/180;
w = thetay * pi/180;
v = thetaz * pi/180;
Cx = cos(x);
Cy = cos(w);
Cz = cos(v);
y = E/L*[-Cx -Cy -Cz Cx Cy Cz]*u;
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