Structural Shakedown Data Form
Loading Sequence:
1
|
Date:
2003-04-22
|
Temperature:
5
|
|
Personnel:
E.D., D.L., C.S., T.W. and M.R.
|
Test Load (lbs):
30000
|
| 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 |
0.050 |
0.050 |
0.030 |
0.030 |
| 2 |
0.000 |
0.022 |
0.022 |
-0.003 |
-0.003 |
| 3 |
0.000 |
0.032 |
0.032 |
0.000 |
0.000 |
| 4 |
0.000 |
0.033 |
0.033 |
0.000 |
0.000 |
| 5 |
0.000 |
0.029 |
0.029 |
-0.003 |
-0.003 |
| 6 |
0.000 |
0.014 |
0.014 |
0.000 |
0.000 |
| 7 |
0.000 |
0.014 |
0.014 |
0.003 |
0.003 |
| 8 |
0.000 |
0.024 |
0.024 |
0.008 |
0.008 |
| 9 |
0.000 |
0.055 |
0.055 |
0.017 |
0.017 |
| 10 |
0.000 |
0.054 |
0.054 |
0.014 |
0.014 |
| 11 |
0.000 |
0.075 |
0.075 |
0.040 |
0.040 |
| 12 |
0.000 |
0.062 |
0.062 |
0.040 |
0.040 |
Loading Sequence:
1
|
Date:
2003-04-22
|
Temperature:
5
|
|
Personnel:
E.D., D.L., C.S., T.W. and M.R.
|
Test Load (lbs):
30000
|
| 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 |
0.030 |
0.050 |
0.020 |
0.025 |
-0.005 |
| 2 |
-0.003 |
0.020 |
0.023 |
-0.007 |
-0.004 |
| 3 |
0.000 |
0.030 |
0.030 |
-0.004 |
-0.004 |
| 4 |
0.000 |
0.033 |
0.033 |
-0.001 |
-0.001 |
| 5 |
-0.003 |
0.030 |
0.033 |
0.002 |
0.005 |
| 6 |
0.000 |
0.015 |
0.015 |
0.000 |
0.000 |
| 7 |
0.003 |
0.015 |
0.012 |
0.003 |
0.000 |
| 8 |
0.008 |
0.023 |
0.015 |
0.008 |
0.000 |
| 9 |
0.017 |
0.056 |
0.039 |
0.019 |
0.002 |
| 10 |
0.014 |
0.054 |
0.040 |
0.014 |
0.000 |
| 11 |
0.040 |
0.081 |
0.041 |
0.044 |
0.004 |
| 12 |
0.040 |
0.064 |
0.024 |
0.038 |
-0.002 |
|
|
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