Structural Shakedown Data Form
Loading Sequence:
1
|
Date:
2004-12-14
|
Temperature:
68
|
|
Personnel:
E.D., E.L., M.H., D.L., S.C. and T.S.
|
Test Load (lbs):
14625
|
| 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 |
0.002 |
0.002 |
0.017 |
0.017 |
| 2 |
0.000 |
0.055 |
0.055 |
0.008 |
0.008 |
| 3 |
0.000 |
0.075 |
0.075 |
0.006 |
0.006 |
| 4 |
0.000 |
0.107 |
0.107 |
0.027 |
0.027 |
| 5 |
0.000 |
0.080 |
0.080 |
0.008 |
0.008 |
| 6 |
0.000 |
0.153 |
0.153 |
0.020 |
0.020 |
| 7 |
0.000 |
0.161 |
0.161 |
0.020 |
0.020 |
| 8 |
0.000 |
0.044 |
0.044 |
0.003 |
0.003 |
| 9 |
0.000 |
0.049 |
0.049 |
0.000 |
0.000 |
| 10 |
0.000 |
0.047 |
0.047 |
0.034 |
0.034 |
| 11 |
0.000 |
0.027 |
0.027 |
0.000 |
0.000 |
| 12 |
0.000 |
0.013 |
0.013 |
0.022 |
0.022 |
Loading Sequence:
1
|
Date:
2004-12-14
|
Temperature:
68
|
|
Personnel:
E.D., E.L., M.H., D.L., S.C. and T.S.
|
Test Load (lbs):
14625
|
| 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 |
0.007 |
0.001 |
-0.006 |
0.019 |
0.012 |
| 2 |
0.008 |
0.056 |
0.048 |
0.010 |
0.002 |
| 3 |
0.006 |
0.075 |
0.069 |
0.008 |
0.002 |
| 4 |
0.027 |
0.112 |
0.085 |
0.030 |
0.003 |
| 5 |
0.008 |
0.081 |
0.073 |
0.010 |
0.002 |
| 6 |
0.020 |
0.151 |
0.131 |
0.023 |
0.003 |
| 7 |
0.020 |
0.164 |
0.144 |
0.025 |
0.005 |
| 8 |
0.003 |
0.041 |
0.038 |
0.005 |
0.002 |
| 9 |
0.000 |
0.052 |
0.052 |
0.004 |
0.004 |
| 10 |
0.034 |
0.052 |
0.018 |
0.035 |
0.001 |
| 11 |
0.000 |
0.029 |
0.029 |
0.000 |
0.000 |
| 12 |
0.022 |
0.014 |
-0.008 |
0.023 |
0.001 |
|
|
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