Civil Engineering Reference
In-Depth Information
Table 4.4.
Example 4.20 Global joint stiffness
K
L
1006.9
0
0
-1006.9
0
0
0
14.57
2098
0
-14.57
2098
0
2098
402777.78
0
-2098
201388.89
-1006.9
0
0
1006.9
0
0
0
-14.57
-2098
0
14.57
-2098
0
2098
201388.89
0
-2098
402777.78
a
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
a
T
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
K
G
1006.9
0
0
-1006.9
0
0
0
15
2098
0
-15
2098
0
2098
402777.78
0
-2098
201388.89
-1006.9
0
0
1006.9
0
0
0
-15
-2098
0
15
-2098
0
2098
201388.89
0
-2098
402777.78
Table 4.5.
Example 4.20 Global joint stiffness
KK
KKK
KKK
KK
00
0
11
12
=
21
22
23
K
g
0
00
32
33
34
43
44
