Civil Engineering Reference
In-Depth Information
125.93
−
62.97
0
0
−
8.14
−
8.14
8.14
8.14
0
0
−
52.11
52.11
−
−
0.03
0.06
F
F
1
2
−
62.97
62.97
8.14
8.14
8.14
8.14
0
0
0
0
52.11
0
0
8.14
36.06
1.75
8.14
0
8.14
0
3.50 1.75
0
0
x
x
x
0
0
0
0
3
4
0
8.14
1.75
36.06
0
8.14
0
8.14
1.75 3.50
0
0
−
−
8.14
8.14
8.14
0
19.78
1.75
0
0
0
0
0
0
5
6
8.14
8.14
0
8.14
1.75
19.
78
0
0
0
0
0
0
x
×=
10
6
8.14
0
8.14
0
0
0
16.28
0
0
0
0
0
θ
′′
−
150000
150000
50000
50000
()
()
1
5
9
10
1
8.14
0
0
8.14
0
0
0
16.28
0
0
0
0
θ
′′
−
′′
0
0
3.50
1.75
0
0
0
0
3.50 1.75
0
0
θ
′′
θ
0
0
1.75
3.50
0
0
0
0
1.75 3.50
0
0
−
52.11
52.11
0
0
0
0
0
0
0
0
−
81.42
0
δ
′′
f
f
δ
′′
A-B
1
52.11
0
0
0
0
0
0
0
0
0
0
−
81.42
δ
′′
δ
ð5
:
82Þ
′′
2
A-B
2
The solution of Eq. (5.82) is
8
<
:
=
;
<
:
9
=
;
8
<
:
=
;
<
:
9
=
;
θ
0
1
θ
0
2
θ
0
3
θ
0
4
θ
0
5
θ
0
6
θ
0
7
θ
0
8
θ
0
9
θ
0
10
θ
0
11
θ
0
12
δ
0
1
δ
0
2
−
0
:
0001 rad
0 rad
0 rad
0 rad
m
1
m
2
m
3
m
4
m
5
m
6
m
7
m
8
m
9
m
10
m
11
m
12
P
1
P
2
−
150000 N-m
−53453 N-m
3453 N-m
−
36187 N-m
−
0
:
0001 rad
0 rad
0 rad
0 rad
−
150000 N-m
−
8
<
:
9
=
;
8
<
:
9
=
;
x
1
x
2
x
3
x
4
x
5
x
6
03 m
−0
:
06 m
0
:
0118 rad
0
−
0
:
53453 N-m
3453 N-m
−36187 N-m
50000 N-m
50000 N-m
36187 N-m
36187 N-m
−32571 N
−
=
,
=
,
=
ð5
:
83Þ
0118 rad
0
:
0069 rad
0
:
−
0
:
0022 rad
:
0069 rad
−
0022 rad
0 rad
0 rad
−0
:
0188 m
−
0
:
0
:
0188 m
32571 N
Figure 5.22 summarizes of these results in graphical form.
36187
36187
0.
06
m
F
1
36187
36187
-32571
0.
0
3 m
3453
3453
F
2
50000
50000
53453
53453
-32571
150000
150000
Figure 5.22
Graphical illustration of the responses of the actual CBF.
