Civil Engineering Reference
In-Depth Information
Table 2.11. Example 2.12 Error equations
2.11
2.11
3.04
1.11
1.65
A|C
=
0.02
1.23
2.22
1.02
13.18
0.14
0.06
1.21
1.08
0.67
1.32
0.20
0.00
3.90
17.32
2.11
2.11
3.04
1.11
1.65
A|C
=
0.00
1.25
2.19
1.03
13.20
0.00
0.20
1.41
1.15
0.78
0.00
1.12
1.90
3.21
16.29
2.11
0.00
6.74
0.63
20.63
A|C
=
0.00
1.25
2.19
1.03
13.20
0.00
0.00
1.76
0.99
1.33
0.00
0.00
3.86
4.13
28.12
2.11
0.00
0.00
4.42
15.54
A|C
=
0.00
1.25
0.00
2.26
11.55
0.00
0.00
1.76
0.99
1.33
0.00
0.00
0.00
6.30
25.20
2.11
0.00
0.00
0.00
2.14
A|C
=
0.00
1.25
0.00
0.00
2.51
0.00
0.00
1.76
0.00
5.29
0.00
0.00
0.00
6.30
25.20
1.01
1.66
x
=
2.01
C 1
=
13.21
3.01
0.66
4.00
17.34
0.01
e 1
=
0.03
0.01
0.02
 
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