Structural Shakedown Data Form
Loading Sequence:
1
|
Date:
2011-03-01
|
Temperature:
70
|
|
Personnel:
T.S., E.L., B.L. & P.D.
|
Test Load (lbs):
15450
|
| 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 |
-0.280 |
-0.280 |
-0.021 |
-0.021 |
| 2 |
0.000 |
0.157 |
0.157 |
0.009 |
0.009 |
| 3 |
0.000 |
0.332 |
0.332 |
0.022 |
0.022 |
| 4 |
0.000 |
0.436 |
0.436 |
0.036 |
0.036 |
| 5 |
0.000 |
0.472 |
0.472 |
0.043 |
0.043 |
| 6 |
0.000 |
-0.157 |
-0.157 |
-0.019 |
-0.019 |
| 7 |
0.000 |
-0.181 |
-0.181 |
-0.048 |
-0.048 |
| 8 |
0.000 |
0.458 |
0.458 |
0.062 |
0.062 |
| 9 |
0.000 |
0.421 |
0.421 |
0.053 |
0.053 |
| 10 |
0.000 |
0.320 |
0.320 |
0.041 |
0.041 |
| 11 |
0.000 |
0.145 |
0.145 |
0.024 |
0.024 |
| 12 |
0.000 |
-0.290 |
-0.290 |
-0.008 |
-0.008 |
Loading Sequence:
2
|
Date:
2011-03-01
|
Temperature:
70
|
|
Personnel:
T.S.,E.L., B.L. & P.D
|
Test Load (lbs):
|
| 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 |
-0.012 |
-0.207 |
-0.195 |
-0.015 |
-0.003 |
| 2 |
0.009 |
0.264 |
0.255 |
0.013 |
0.004 |
| 3 |
0.022 |
0.349 |
0.327 |
0.025 |
0.003 |
| 4 |
0.036 |
0.458 |
0.422 |
0.040 |
0.004 |
| 5 |
0.043 |
0.501 |
0.458 |
0.046 |
0.003 |
| 6 |
-0.019 |
-0.161 |
-0.142 |
-0.024 |
-0.005 |
| 7 |
-0.048 |
-0.190 |
-0.142 |
-0.053 |
-0.005 |
| 8 |
0.062 |
0.572 |
0.510 |
0.065 |
0.003 |
| 9 |
0.053 |
0.433 |
0.380 |
0.057 |
0.004 |
| 10 |
0.041 |
0.321 |
0.280 |
0.044 |
0.003 |
| 11 |
0.024 |
0.151 |
0.127 |
0.028 |
0.004 |
| 12 |
-0.008 |
-0.295 |
-0.287 |
-0.012 |
-0.004 |
|
|
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