Civil Engineering Reference
In-Depth Information
Table 2.12.
Example 2.12 Error equations
2.11
2.11
1.11
−3.04
−0.01
A|C
=
1.23
2.22
1.02
−0.02
−0.03
0.14
1.21
−0.06
−1.08
−0.01
1.32
0.20
0.00
3.90
−0.02
2.11
2.11
1.11
−3.04
−0.01
A|C
=
0.00
1.25
2.19
1.03
−0.03
0.00
1.41
−0.20
−1.15
−0.01
0.00
1.90
3.21
−1.12
−0.01
2.11
0.00
0.04
−6.74
−0.63
0.00
1.25
2.19
1.03
A|C
=
−0.03
0.00
0.00
1.76
−0.99
−0.01
0.00
0.00
3.86
4.13
−0.04
2.11
0.00
0.00
0.00
−4.42
A|C
=
0.00
1.25
0.00
2.26
−0.02
0.00
0.00
1.76
−0.99
−0.01
0.00
0.00
0.00
6.30
−0.02
2.11
0.00
0.00
0.00
−0.01
A|C
=
0.00
1.25
0.00
0.00
−0.01
0.00
0.00
1.76
0.00
−0.01
0.00
0.00
0.00
6.30
−0.02
0.00
1.01
x
=
=
2.00
−0.01
∆x
1
3.00
−0.01
0.00
4.00
1.67
−
0.02
C
2
=
13.18
e
2
=
0.00
0.00
−0.67
17.33
−
0.01
