Assemble of column vector in column
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FG=[];
FG=zeros(N,1);
m=5;
for n=1:1:ne %Calling elements
for i=1:1:6
d2=dof(n,m+i-1); %Calling degree of freedom for second node
force=eval(['force',num2str(n)]); %Calling elemental force vector
FG(d2,1)= FG(d2,1)+force(i,1); %calling element of the elemental force vector and adding to global force vector
end
end
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