UFC 3-260-02
30 June 2001
Table 11-6 (Concluded)
LOAD Data File
Job Title
TM EXAMPLE
No. of Aircraft
1
Aircraft Identification Number 1
C-130
Gross Load
39750.00
Fraction of Gross Load on the Gear to be analyzed
1.000
No. of Tires
2
Cont. Area
Cont. Press.
Tire Load
X-Coord.
Y-Coord.
Tire No.
Radius (in.)
(sq in.)
(psi)
(pounds)
(in.)
(in.)
1
11.28
400.00
87.19
34,875.00
-30.00
.00
2
11.28
400.00
87.19
34,875.00
30.00
.00
No. of Evaluation Points (X, Y Sets)
5
Point No.
X-Coord. (in.)
Y-Coord. (in.)
1
0.00
0.00
2
7.50
0.00
3
15.00
0.00
4
22.50
0.00
5
30.00
0.00
Table 11-7
Results of Computer Runs for the Example Problem. (Horizontal Strain for the Asphalt and Vertical
Strains for the Subgrade)
Strains, in./in.
33-in. Pavement,
30-in. Pavement,
27-in. Pavement,
Traffic
4-in. AC
5-in. AC
6-in. AC
Group or
Percent
Asphalt
Subgrade
Asphalt
Subgrade
Asphalt
Subgrade
Season
Traffic
1
25.0
0.000217
0.000654
0.000218
0.000733
0.000200
0.000831
2
16.7
0.000228
0.000698
0.000234
0.000789
0.000227
0.000908
3
25.0
0.000247
0.000741
0.000267
0.000844
0.000270
0.000980
4
33.3
0.000219
0.000806
0.000263
0.000927
0.000295
0.001080
11-16
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