Structural Shakedown Data Form
Loading Sequence:
1
Date:
2009-12-16
|
Temperature:
64
|
Personnel:
B.L.,E.D.,E.L.,T.S. & S.C.
|
Test Load (lbs):
19500
|
Reference Point No. |
A (in) Original Height |
B (in) Loaded Height |
B-A (in) Loaded Deflection |
C (in) Unloaded Height |
C-A (in) Permanent Deflection |
1 |
0.000 |
-0.215 |
-0.215 |
-0.042 |
-0.042 |
2 |
0.000 |
0.154 |
0.154 |
0.019 |
0.019 |
3 |
0.000 |
0.288 |
0.288 |
0.047 |
0.047 |
4 |
0.000 |
0.371 |
0.371 |
0.062 |
0.062 |
5 |
0.000 |
0.288 |
0.288 |
0.000 |
0.000 |
6 |
0.000 |
0.029 |
0.029 |
-0.008 |
-0.008 |
7 |
0.000 |
0.033 |
0.033 |
-0.009 |
-0.009 |
8 |
0.000 |
0.461 |
0.461 |
0.057 |
0.057 |
9 |
0.000 |
0.363 |
0.363 |
0.057 |
0.057 |
10 |
0.000 |
0.381 |
0.381 |
0.041 |
0.041 |
11 |
0.000 |
0.153 |
0.153 |
0.023 |
0.023 |
12 |
0.000 |
-0.214 |
-0.214 |
-0.034 |
-0.034 |
Loading Sequence:
2
Date:
2009-12-17
|
Temperature:
64
|
Personnel:
T.S.,E.L.,E.D. & P.D.
|
Test Load (lbs):
19500
|
Reference Point No. |
A (in) Original Height |
B (in) Loaded Height |
B-A (in) Loaded Deflection |
C (in) Unloaded Height |
C-A (in) Permanent Deflection |
1 |
-0.042 |
-0.218 |
-0.176 |
-0.046 |
-0.004 |
2 |
0.019 |
0.150 |
0.131 |
0.015 |
-0.004 |
3 |
0.047 |
0.284 |
0.237 |
0.044 |
-0.003 |
4 |
0.062 |
0.371 |
0.309 |
0.062 |
0.000 |
5 |
0.000 |
0.287 |
0.287 |
0.000 |
0.000 |
6 |
-0.008 |
0.029 |
0.037 |
-0.012 |
-0.004 |
7 |
-0.009 |
0.037 |
0.046 |
-0.011 |
-0.002 |
8 |
0.057 |
0.466 |
0.409 |
0.062 |
0.005 |
9 |
0.057 |
0.365 |
0.308 |
0.061 |
0.004 |
10 |
0.041 |
0.382 |
0.341 |
0.045 |
0.004 |
11 |
0.023 |
0.251 |
0.228 |
0.027 |
0.004 |
12 |
-0.034 |
-0.221 |
-0.187 |
-0.037 |
-0.003 |
|
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