Civil Engineering Reference
In-Depth Information
Table 2.14. ( Continued )
2.110
2.110
−3.040
1.110
1.000
0.000
0.000
0.000
A|I
=
0.000
1.250
2.191
1.031
0.009
1.000
0.000
0.000
0.000
1.412
0.000
1.000
0.000
−0.200
−1.154
−0.066
0.000
1.902
3.206
0.000
0.000
1.000
−1.120
−0.626
2.1100
0.0000 −6.7387 −0.6295
0.9840 −1.6880
0.0000
0.0000
A|I
=
0.0000
1.2500
2.1912
1.0305
0.0095
1.0000
0.0000
0.0000
0.0000
0.0000
1.7623 −0.9888 −0.0648
0.1600
1.0000
0.0000
0.0000
0.0000
3.8651
4.1289 −0.6171
0.8960
0.0000
1.0000
Note that partial pivoting should be performed and row three is now
swapped with row four. Columns 3 and 4 are then eliminated as shown in
Table 2.15.
Table 2.15. Example 2.13 Matrix inversion method
2.1100
0.0000 −6.7387 −0.6295
0.9840 −1.6880
0.0000
0.0000
A|I
=
0.0000
1.2500
2.1912
1.0305
0.0095
1.0000
0.0000
0.0000
0.0000
0.0000
3.8651
4.1289 0.6171
0.8960
0.0000
1.0000
0.0000
0.0000
1.7623 0.9888 0.0648
0.1600
1.0000
0.0000
2.1100
0.0000
0.0000
6.5692 −0.0919 −0.1258
0.0000
1.7435
A|I
=
0.0000
1.2500
0.0000 −1.3102
0.3593
0.4920
0.0000 −0.5669
0.0000
0.0000
3.8651
4.1289 −0.6171
0.8960
0.0000
1.0000
0.0000
0.0000
0.0000 −2.8714
0.2165 −0.2485
1.0000 −0.4560
2.1100
0.0000
0.0000
0.0000
0.4035 −0.6944
2.2878
0.7003
A|I
=
0.0000
1.2500
0.0000
0.0000
0.2605
0.6055 −0.4563 −0.3589
0.0000
0.0000
3.8651
0.0000 −0.3057
0.5386
1.4380
0.3444
0.0000
0.0000
0.0000 −2.8714
0.2165 −0.2485
1.0000 −0.4560
Now the third and fourth columns are swapped back for the inverse
matrix shown in Table 2.16.
Table 2.16. Example 2.13 Matrix inversion method
1.0000
0.0000
0.0000
0.0000
0.1912 −0.3291
1.0843
0.3319
I|A -1
=
0.0000
1.0000
0.0000
0.0000
0.2084
0.4844 0.3651 0.2871
0.0000
0.0000
1.0000
0.0000 −0.0791
0.1394
0.3720
0.0891
0.0000
0.0000
0.0000
1.0000 −0.0754
0.0866 0.3483 0.1588
( Continued )
 
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