Structural Shakedown Data Form
Loading Sequence:
1
Date:
2000-10-11
|
Temperature:
62
|
Personnel:
E.D., E.L., D.L. & J.P.
|
Test Load (lbs):
24450
|
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 |
-0.002 |
-0.002 |
-0.006 |
-0.006 |
2 |
0.000 |
0.073 |
0.073 |
0.013 |
0.013 |
3 |
0.000 |
0.143 |
0.143 |
0.023 |
0.023 |
4 |
0.000 |
0.121 |
0.121 |
0.022 |
0.022 |
5 |
0.000 |
0.091 |
0.091 |
0.022 |
0.022 |
6 |
0.000 |
0.299 |
0.299 |
0.019 |
0.019 |
7 |
0.000 |
0.165 |
0.165 |
0.099 |
0.099 |
8 |
0.000 |
0.036 |
0.036 |
0.007 |
0.007 |
9 |
0.000 |
0.087 |
0.087 |
0.009 |
0.009 |
10 |
0.000 |
0.153 |
0.153 |
0.053 |
0.053 |
11 |
0.000 |
0.065 |
0.065 |
0.010 |
0.010 |
12 |
0.000 |
-0.010 |
-0.010 |
-0.007 |
-0.007 |
Loading Sequence:
1
Date:
2000-10-11
|
Temperature:
62
|
Personnel:
E.D., E.L., D.L. & J.P.
|
Test Load (lbs):
24450
|
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 |
-0.006 |
-0.005 |
0.001 |
-0.007 |
-0.001 |
2 |
0.013 |
0.071 |
0.058 |
0.015 |
0.002 |
3 |
0.023 |
0.144 |
0.121 |
0.026 |
0.003 |
4 |
0.022 |
0.118 |
0.096 |
0.024 |
0.002 |
5 |
0.022 |
0.093 |
0.071 |
0.025 |
0.003 |
6 |
0.019 |
0.263 |
0.244 |
0.022 |
0.003 |
7 |
0.009 |
0.225 |
0.216 |
0.010 |
0.001 |
8 |
0.007 |
0.035 |
0.028 |
0.009 |
0.002 |
9 |
0.009 |
0.083 |
0.074 |
0.010 |
0.001 |
10 |
0.053 |
0.144 |
0.091 |
0.055 |
0.002 |
11 |
0.010 |
0.064 |
0.054 |
0.010 |
0.000 |
12 |
-0.007 |
-0.018 |
-0.011 |
-0.008 |
-0.001 |
|
|
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