UFC 3-220-01N
15 AUGUST 2005
any rigid foundation, e.g., a radar tower, can be evaluated by the procedure
illustrated in Figure 12-6.
Table 12-2 Values of kL/L for Elastic Layer (k from Table 12-1)
∞
8.0
4.0
2.0
1.0
0.5
meters/ro
1.10
1.23
1.47
2.2
5.0
Vertical
1.0
---
1.009
1.02
1.07
---
Torsion
1.0
12-11
Previous Page
