Structural Shakedown Data Form
Loading Sequence:
1
Date:
2016-03-30
|
Temperature:
67
|
Personnel:
S.R., E.D. & P.D.
|
Test Load (lbs):
2250
|
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 |
0.014 |
0.014 |
0.002 |
0.002 |
2 |
0.000 |
0.013 |
0.013 |
0.001 |
0.001 |
3 |
0.000 |
0.024 |
0.024 |
0.000 |
0.000 |
4 |
0.000 |
0.042 |
0.042 |
0.002 |
0.002 |
5 |
0.000 |
0.025 |
0.025 |
0.001 |
0.001 |
6 |
0.000 |
-0.007 |
-0.007 |
0.001 |
0.001 |
7 |
0.000 |
-0.020 |
-0.020 |
-0.013 |
-0.013 |
8 |
0.000 |
0.015 |
0.015 |
0.000 |
0.000 |
9 |
0.000 |
0.013 |
0.013 |
-0.002 |
-0.002 |
10 |
0.000 |
0.010 |
0.010 |
-0.001 |
-0.001 |
11 |
0.000 |
0.004 |
0.004 |
0.000 |
0.000 |
12 |
0.000 |
0.012 |
0.012 |
0.001 |
0.001 |
Loading Sequence:
2
Date:
2016-03-30
|
Temperature:
67
|
Personnel:
S.R., E.D. & P.D.
|
Test Load (lbs):
2250
|
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 |
0.002 |
0.014 |
0.012 |
0.003 |
0.001 |
2 |
0.001 |
0.012 |
0.011 |
0.001 |
0.000 |
3 |
0.000 |
0.021 |
0.021 |
0.000 |
0.000 |
4 |
0.002 |
0.040 |
0.038 |
0.000 |
-0.002 |
5 |
0.001 |
0.024 |
0.023 |
0.001 |
0.000 |
6 |
0.001 |
-0.005 |
-0.006 |
0.004 |
0.003 |
7 |
-0.013 |
-0.018 |
-0.005 |
-0.011 |
0.002 |
8 |
0.000 |
0.014 |
0.014 |
-0.001 |
-0.001 |
9 |
-0.002 |
0.011 |
0.013 |
-0.004 |
-0.002 |
10 |
-0.001 |
0.008 |
0.009 |
-0.002 |
-0.001 |
11 |
0.000 |
0.003 |
0.003 |
-0.001 |
-0.001 |
12 |
0.001 |
0.012 |
0.011 |
0.001 |
0.000 |
|
|
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