Structural Shakedown Data Form
Loading Sequence:
1
Date:
2008-09-25
|
Temperature:
60
|
Personnel:
T.S., E.D. & E.L.
|
Test Load (lbs):
3075
|
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 |
-0.290 |
-0.290 |
0.000 |
0.000 |
2 |
0.000 |
0.013 |
0.013 |
0.000 |
0.000 |
3 |
0.000 |
0.026 |
0.026 |
0.000 |
0.000 |
4 |
0.000 |
0.027 |
0.027 |
0.002 |
0.002 |
5 |
0.000 |
0.019 |
0.019 |
0.004 |
0.004 |
6 |
0.000 |
0.041 |
0.041 |
0.004 |
0.004 |
7 |
0.000 |
0.042 |
0.042 |
0.007 |
0.007 |
8 |
0.000 |
0.012 |
0.012 |
0.004 |
0.004 |
9 |
0.000 |
0.016 |
0.016 |
-0.002 |
-0.002 |
10 |
0.000 |
0.016 |
0.016 |
0.000 |
0.000 |
11 |
0.000 |
0.007 |
0.007 |
0.000 |
0.000 |
12 |
0.000 |
-0.031 |
-0.031 |
0.000 |
0.000 |
Loading Sequence:
2
Date:
2008-09-25
|
Temperature:
61
|
Personnel:
T.S., E.D. & E.L.
|
Test Load (lbs):
3075
|
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 |
-0.027 |
-0.027 |
0.000 |
0.000 |
2 |
0.000 |
0.015 |
0.015 |
0.000 |
0.000 |
3 |
0.000 |
0.024 |
0.024 |
0.000 |
0.000 |
4 |
0.002 |
0.025 |
0.023 |
0.002 |
0.000 |
5 |
0.004 |
0.017 |
0.013 |
0.004 |
0.000 |
6 |
0.004 |
0.038 |
0.034 |
0.005 |
0.001 |
7 |
0.007 |
0.042 |
0.035 |
0.010 |
0.003 |
8 |
0.004 |
0.013 |
0.009 |
0.004 |
0.000 |
9 |
-0.002 |
0.015 |
0.017 |
-0.001 |
0.001 |
10 |
0.000 |
0.015 |
0.015 |
0.000 |
0.000 |
11 |
0.000 |
0.007 |
0.007 |
0.000 |
0.000 |
12 |
0.000 |
-0.027 |
-0.027 |
0.000 |
0.000 |
|
|
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