Trying to Calculate Node Displacement for a Truss using matrix
2 views (last 30 days)
Show older comments
I am trying to calculate the node displacement of a Truss but my code is returning error. 'Unexpected matlab Function' in me for loop. Can Someone help me understand why my code is not working? Thank You
% Nodal Displacement
area = 7550 % mm^2
E = 69 % GPa
w = 4 % m
h = 3 % m
K = [1 0 -1 0; 0 0 0 0 ; -1 0 1 0; 0 0 0 0];
J_C = [0 0 ; w 0; w h; 2*w 0;2*w 2*h; 3*w 0; 3*w 3*h; 4*w 0;4*w 2*h; 5*w 0; 5*w h; 6*w 0];
BarC = [1 2; 2 3; 1 3;2 4;3 4; 4 5; 4 6; 5 6; 5 7; 6 7; 6 8; 6 9; 7 9;8 9; 8 10; 8 11; 9 11;10 11; 10 12; 11 12];
for iEL = 1:nEL
idBeg = BarC(iEL, 1);
idEnd = BarC(iEL, 2);
dx = J_C(idEnd,1) - J_C(idBeg, 1);
dy = J_C(idEnd,2) - J_C(idBeg, 2);
L = sqrt(dx*dx + dy*dy);
c = dx/L
s = dy/L
K(2*idBeg - 1,2*idBeg - 1) = c^2;
K(2*idBeg, 2*idBeg) = s^2;
K(2*idEnd - 1,2*idEnd - 1) = c^2;
K(2*idEnd, 2*idEnd) = s^2;
K(2*idEnd - 1,2*idBeg - 1) = c^2;
0 Comments
Answers (0)
See Also
Categories
Find more on Structural Analysis in Help Center and File Exchange
Community Treasure Hunt
Find the treasures in MATLAB Central and discover how the community can help you!
Start Hunting!