Solve the displacement fields u if the stiffness and force matrix is given as
k= | ||
87500 | -86700 | 0 |
-87500 | 151000 | -62500 |
0 | -62500 | 62500 |
f= | ||
0 | ||
0 | ||
20000 |
>> k=2e05*[0.4375 -0.4335 0; -0.4375 0.755 -0.3125; 0 -0.3125 0.3125];
>> u=inv(k)*f
u=
11.01
11.111
11.431
Following example also illustrates the solution of linear equations
>> k=2e05*[.755 -0.3125; -0.3125 0.3125]
k=
151000 -62500
-62500 62500
>> f=[0; 20000]
f=
0
20000
>> u=inv(k)*f
u=
0.22599
0.54599