ENISE1/S9/FEM/assemblage.m

clc;
clear all;
stiffness=10;
Element=[2 1; 2 3];
K=zeros(3,3);
for i=1 : size(Element,1)
    for j=1 : size(Element,2)
        if i==j

          temp=stiffness;
        else
            temp=-1*stiffness;
        end
K(Element(i,j),Element(i,j))=K(Element(i,j),Element(i,j))+temp;
    end 
end