EI 02C097
01 Jul 97
Table C-7 (Concluded)
INITIAL BASE FORCE(LB)=
355177.69
ITERATIONS=
81
DEPTH(FT)
LOADS(LB)
SHAFT MVMT(IN.)
SOIL MVMT(IN.)
0.00
0.14992E+06
0.98875
2.15238
1.00
0.15721E+06
0.98740
2.58505
2.00
0.16451E+06
0.98598
2.85868
3.00
0.17108E+06
0.98450
3.05836
4.00
0.17909E+06
0.98295
3.20933
5.00
0.18638E+06
0.98134
3.32392
6.00
0.19367E+06
0.97967
3.40946
7.00
0.20096E+06
0.97793
3.47082
8.00
0.20852E+06
0.97612
3.51146
9.00
0.21554E+06
0.97425
3.53398
10.00
0.22283E+06
0.97232
3.54040
11.00
0.23013E+06
0.97033
3.53233
12.00
0.23742E+06
0.96827
3.51109
13.00
0.24471E+06
0.96614
3.47778
14.00
0.25200E+06
0.96395
3.43333
15.00
0.25929E+06
0.96170
3.97853
16.00
0.26658E+06
0.95938
3.31409
17.00
0.27387E+06
0.95700
3.24058
18.00
0.28116E+06
0.95455
3.15857
19.00
0.28845E+06
0.95204
3.06850
20.00
0.29575E+06
0.94946
2.97082
21.00
0.30304E+06
0.94683
2.86589
22.00
0.31033E+06
0.94412
2.75408
23.00
0.31762E+06
0.94135
2.63568
24.00
0.32491E+06
0.93852
2.51098
25.00
0.33220E+06
0.93563
2.38025
26.00
0.33949E+06
0.93267
2.24373
27.00
0.34678E+06
0.92964
2.10165
28.00
0.35407E+06
0.92655
1.95420
29.00
0.36137E+06
0.92340
1.80157
30.00
0.36866E+06
0.92018
1.64396
31.00
0.37595E+06
0.91690
1.48152
32.00
0.38324E+06
0.91355
1.31441
33.00
0.39019E+06
0.91014
1.14278
34.00
0.39292E+06
0.90669
0.96503
35.00
0.38861E+06
0.90325
0.77876
36.00
0.38207E+06
0.89985
0.58423
37.00
0.37554E+06
0.89651
0.38165
38.00
0.36901E+06
0.89323
0.17124
39.00
0.36248E+06
0.89000
-0.04679
40.00
0.35595E+06
0.88684
-0.27224
41.00
0.34864E+06
0.88373
-0.23257
42.00
0.34133E+06
0.88069
-0.19578
43.00
0.33403E+06
0.87771
-0.16181
44.00
0.32672E+06
0.87480
-0.13064
45.00
0.31941E+06
0.87195
-0.10222
46.00
0.31211E+06
0.86917
-0.07650
47.00
0.30480E+06
0.86645
-0.05346
48.00
0.29749E+06
0.86380
-0.03305
49.00
0.29018E+06
0.86121
-0.01524
50.00
0.28288E+06
0.85868
0.00000
STRUC LOAD(LB)
SOILP(PSF)
ACTIVE DEPTH(FT)
0.
0.00
-1.00
(Sheet 5 of 4)
C-20
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