Structural Shakedown Data Form
Loading Sequence:
1
|
Date:
2003-07-07
|
Temperature:
85
|
|
Personnel:
E.L., M.H., & T.S.
|
Test Load (lbs):
10200
|
| 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 |
-0.094 |
-0.094 |
0.000 |
0.000 |
| 2 |
0.000 |
0.173 |
0.173 |
0.010 |
0.010 |
| 3 |
0.000 |
0.117 |
0.117 |
0.013 |
0.013 |
| 4 |
0.000 |
0.155 |
0.155 |
0.029 |
0.029 |
| 5 |
0.000 |
0.268 |
0.268 |
0.030 |
0.030 |
| 6 |
0.000 |
0.099 |
0.099 |
-0.012 |
-0.012 |
| 7 |
0.000 |
0.096 |
0.096 |
-0.002 |
-0.002 |
| 8 |
0.000 |
0.144 |
0.144 |
0.015 |
0.015 |
| 9 |
0.000 |
0.141 |
0.141 |
0.014 |
0.014 |
| 10 |
0.000 |
0.120 |
0.120 |
0.011 |
0.011 |
| 11 |
0.000 |
0.155 |
0.155 |
0.006 |
0.006 |
| 12 |
0.000 |
-0.097 |
-0.097 |
0.000 |
0.000 |
Loading Sequence:
1
|
Date:
2003-07-07
|
Temperature:
85
|
|
Personnel:
E.L., M.H., & T.S.
|
Test Load (lbs):
10200
|
| 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 |
-0.098 |
-0.098 |
0.000 |
0.000 |
| 2 |
0.010 |
0.173 |
0.163 |
0.013 |
0.003 |
| 3 |
0.013 |
0.116 |
0.103 |
0.015 |
0.002 |
| 4 |
0.029 |
0.159 |
0.130 |
0.030 |
0.001 |
| 5 |
0.030 |
0.162 |
0.132 |
0.030 |
0.000 |
| 6 |
-0.012 |
0.002 |
0.014 |
-0.012 |
0.000 |
| 7 |
-0.002 |
0.001 |
0.003 |
0.002 |
0.004 |
| 8 |
0.015 |
0.153 |
0.138 |
0.017 |
0.002 |
| 9 |
0.014 |
0.151 |
0.137 |
0.015 |
0.001 |
| 10 |
0.011 |
0.128 |
0.117 |
0.012 |
0.001 |
| 11 |
0.006 |
0.159 |
0.153 |
0.008 |
0.002 |
| 12 |
0.000 |
-0.099 |
-0.099 |
0.000 |
0.000 |
|
|
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