Civil Engineering Reference
In-Depth Information
Table 2.13.
Example 2.12 Error equations
2.11
2.11
1.11
−3.04
−0.02
A|C
=
1.23
2.22
1.02
0.00
−0.02
0.14
1.21
0.00
−0.06
−1.08
1.32
0.20
0.00
3.90
−0.01
2.11
2.11
1.11
−3.04
−0.02
A|C
=
0.00
1.25
2.19
1.03
0.00
0.00
1.41
0.00
−0.20
−1.15
0.00
1.90
3.21
0.00
−1.12
2.11
0.00
−6.74
−0.63
−0.02
A|C
=
0.00
1.25
2.19
1.03
0.00
0.00
0.00
1.76
−0.99
0.00
0.00
0.00
3.86
4.13
0.00
2.11
0.00
0.00
−4.42
−0.02
A|C
=
0.00
1.25
0.00
2.26
0.00
0.00
0.00
1.76
0.00
−0.99
0.00
0.00
0.00
6.30
0.00
2.11
0.00
0.00
0.00
−0.02
A|C
=
0.00
1.25
0.00
0.00
0.00
0.00
0.00
1.76
0.00
0.00
0.00
0.00
0.00
6.30
0.00
-0.01
1.00
x
=
0.00
=
2.00
∆x
2
0.00
3.00
0.00
4.00
1.67
0.00
C
3
=
13.18
e
3
=
0.00
0.00
−0.67
17.32
0.00
