Structural Shakedown Data Form
Loading Sequence:
1
|
Date:
2006-03-14
|
Temperature:
67
|
|
Personnel:
E.L., T.S. & S.C.
|
Test Load (lbs):
19200
|
| 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 |
-0.119 |
-0.119 |
0.014 |
0.014 |
| 2 |
0.000 |
0.114 |
0.114 |
0.015 |
0.015 |
| 3 |
0.000 |
0.172 |
0.172 |
0.021 |
0.021 |
| 4 |
0.000 |
0.188 |
0.188 |
0.025 |
0.025 |
| 5 |
0.000 |
0.153 |
0.153 |
0.022 |
0.022 |
| 6 |
0.000 |
0.622 |
0.622 |
0.065 |
0.065 |
| 7 |
0.000 |
0.543 |
0.543 |
0.067 |
0.067 |
| 8 |
0.000 |
0.157 |
0.157 |
0.041 |
0.041 |
| 9 |
0.000 |
0.288 |
0.288 |
0.035 |
0.035 |
| 10 |
0.000 |
0.140 |
0.140 |
0.012 |
0.012 |
| 11 |
0.000 |
0.089 |
0.089 |
0.006 |
0.006 |
| 12 |
0.000 |
-0.153 |
-0.153 |
0.012 |
0.012 |
Loading Sequence:
1
|
Date:
2006-03-14
|
Temperature:
67
|
|
Personnel:
E.L., T.S. & S.C.
|
Test Load (lbs):
19200
|
| 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 |
0.014 |
-0.181 |
-0.195 |
0.013 |
-0.001 |
| 2 |
0.015 |
0.113 |
0.098 |
0.017 |
0.002 |
| 3 |
0.021 |
0.180 |
0.159 |
0.026 |
0.005 |
| 4 |
0.025 |
0.189 |
0.164 |
0.026 |
0.001 |
| 5 |
0.022 |
0.153 |
0.131 |
0.021 |
-0.001 |
| 6 |
0.065 |
0.634 |
0.569 |
0.070 |
0.005 |
| 7 |
0.067 |
0.541 |
0.474 |
0.071 |
0.004 |
| 8 |
0.041 |
0.150 |
0.109 |
0.043 |
0.002 |
| 9 |
0.035 |
0.198 |
0.163 |
0.039 |
0.004 |
| 10 |
0.012 |
0.134 |
0.122 |
0.013 |
0.001 |
| 11 |
0.006 |
0.083 |
0.077 |
0.004 |
-0.002 |
| 12 |
0.012 |
-0.157 |
-0.169 |
0.010 |
-0.002 |
|
|
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