Civil Engineering Reference
In-Depth Information
g(11)
g(8)
g(14)
g(12)
g(15)
g(9)
g(1
0)
g(7
)
g(13)
3
4
5
g(5)
g(17)
g(6)
g(18)
g(
4)
g(16)
2
6
g(2)
g(20)
g(3)
g(21)
1
8
7
g(1
)
g(
19)
g(23)
g(24)
g(22)
Figure 5.19 Local node and freedom numbering for the 8-node quadrilateral (three free-
doms per node)
L
12
3
0.3138 kN
4
5
7
8
E=10
5
kN/m
2
10
9
υ
= 0.3
12
13
10 m
15
14
17
18
not to scale
19
20
22
23
25
24
27
28
26
0.5 m
Figure 5.20 Mesh and data for Program 5.2 example (
Continued on page 189
)
