Civil Engineering Reference
In-Depth Information
Table 2.20.
Example 2.17 Power method
0.0005
0.0004167
0.0003333
0.00025
*
1
0.0005
0.0009167
0.0007333
0.00055
1
0.0005
0.0009167
0.0012333
0.000925
1
0.0005
0.0009167
0.0012333
0.001425
1
1
1
0.0015
=
1
0.0015
0.0027
1.8
0.003575
2.3833333
0.004075
2.7166667
2
2
0.002724
=
1
0.0027236
e
max
= 0.5733384
0.005392
1.9797042
0.007602
2.79128
0.008961
3.2900051
3
3
0.003078
=
1
0.0030778
e
max
= 0.103831
0.006171
2.0050559
0.008801
2.8593634
0.010446
3.3938361
4
4
0.003137
=
1
0.003137
e
max
= 0.0172777
0.006301
2.0087357
0.009004
2.8701807
0.010701
3.4111138
5
5
0.003146
=
1
0.0031465
e
max
= 0.002883
0.006322
2.0093106
0.009037
2.8719442
0.010742
3.4139968
6
6
0.003148
=
1
0.003148
e
max
= 0.000484
e = 0.001
l
1
= 317.6593
0.006326
2.0094044
0.009042
2.87223733
0.010749
3.4144812
