Structural Shakedown Data Form
Loading Sequence:
1
|
Date:
2008-07-08
|
Temperature:
89
|
|
Personnel:
E.L., P.S., P.D., T.W., M.R. & B.J.
|
Test Load (lbs):
22500
|
| 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 |
0.030 |
0.030 |
0.024 |
0.024 |
| 2 |
0.000 |
0.071 |
0.071 |
0.028 |
0.028 |
| 3 |
0.000 |
0.083 |
0.083 |
0.029 |
0.029 |
| 4 |
0.000 |
0.085 |
0.085 |
0.025 |
0.025 |
| 5 |
0.000 |
0.076 |
0.076 |
0.024 |
0.024 |
| 6 |
0.000 |
0.022 |
0.022 |
0.011 |
0.011 |
| 7 |
0.000 |
0.025 |
0.025 |
0.009 |
0.009 |
| 8 |
0.000 |
0.090 |
0.090 |
0.010 |
0.010 |
| 9 |
0.000 |
0.102 |
0.102 |
0.011 |
0.011 |
| 10 |
0.000 |
0.095 |
0.095 |
0.010 |
0.010 |
| 11 |
0.000 |
0.082 |
0.082 |
0.010 |
0.010 |
| 12 |
0.000 |
0.027 |
0.027 |
0.015 |
0.015 |
Loading Sequence:
2
|
Date:
2008-07-14
|
Temperature:
74
|
|
Personnel:
T.S., E.L., E.D., S.C. & P.S.
|
Test Load (lbs):
22500
|
| 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 |
0.024 |
0.026 |
0.002 |
0.019 |
-0.005 |
| 2 |
0.028 |
0.078 |
0.050 |
0.027 |
-0.001 |
| 3 |
0.029 |
0.091 |
0.062 |
0.029 |
0.000 |
| 4 |
0.025 |
0.093 |
0.068 |
0.025 |
0.000 |
| 5 |
0.024 |
0.085 |
0.061 |
0.025 |
0.001 |
| 6 |
0.011 |
0.020 |
0.009 |
0.006 |
-0.005 |
| 7 |
0.009 |
0.020 |
0.011 |
0.005 |
-0.004 |
| 8 |
0.010 |
0.086 |
0.076 |
0.013 |
0.003 |
| 9 |
0.011 |
0.098 |
0.087 |
0.013 |
0.002 |
| 10 |
0.010 |
0.090 |
0.080 |
0.011 |
0.001 |
| 11 |
0.010 |
0.075 |
0.065 |
0.010 |
0.000 |
| 12 |
0.015 |
0.021 |
0.006 |
0.016 |
0.001 |
|
|
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