Civil Engineering Reference
In-Depth Information
1
(0, 1.2)
2
(3, 4)
2
(
0.3, 3)
1
2
1
(1, 2)
(
0.5, 0)
(0, 0)
(c)
(d)
(e)
Figure P3.6
(
Continued
)
3.7
For each of the truss structures shown in Figure P3.7, construct an element-
to-global displacement correspondence table in the form of Table 3.1.
3
6
5
10
7
14
9
18
11
2
5
13
21
3
7
11
15
19
17
9
1
12
1
2
4
4
8
6
12
8
16
10
20
(a)
4
6
7
10
8
6
4
7
3
5
9
5
3
2
2
1
1
(b)
Figure P3.7
