📄 linearbarassemble.m
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function y = LinearBarAssemble(K,k,i,j)
%LinearBarAssemble This function assembles the element stiffness
% matrix k of the linear bar with nodes i and j
% into the global stiffness matrix K.
% This function returns the global stiffness
% matrix K after the element stiffness matrix
% k is assembled.
K(i,i) = K(i,i) + k(1,1);
K(i,j) = K(i,j) + k(1,2);
K(j,i) = K(j,i) + k(2,1);
K(j,j) = K(j,j) + k(2,2);
y = K;
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