Structural Shakedown Data Form
Loading Sequence:
1
Date:
2014-01-20
|
Temperature:
66
|
Personnel:
T.S., E.L., P.D. & T.G.
|
Test Load (lbs):
5625
|
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 |
-0.046 |
-0.046 |
0.000 |
0.000 |
2 |
0.000 |
0.370 |
0.370 |
0.009 |
0.009 |
3 |
0.000 |
0.052 |
0.052 |
0.009 |
0.009 |
4 |
0.000 |
0.063 |
0.063 |
0.011 |
0.011 |
5 |
0.000 |
0.068 |
0.068 |
0.014 |
0.014 |
6 |
0.000 |
0.053 |
0.053 |
0.016 |
0.016 |
7 |
0.000 |
0.058 |
0.058 |
0.009 |
0.009 |
8 |
0.000 |
0.064 |
0.064 |
0.007 |
0.007 |
9 |
0.000 |
0.065 |
0.065 |
0.006 |
0.006 |
10 |
0.000 |
0.048 |
0.048 |
0.000 |
0.000 |
11 |
0.000 |
0.035 |
0.035 |
0.006 |
0.006 |
12 |
0.000 |
-0.041 |
-0.041 |
-0.003 |
-0.003 |
Loading Sequence:
2
Date:
2014-01-20
|
Temperature:
66
|
Personnel:
T.S., E.L., J.P. & T.G.
|
Test Load (lbs):
5625
|
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 |
-0.033 |
-0.033 |
0.000 |
0.000 |
2 |
0.009 |
0.037 |
0.028 |
0.010 |
0.001 |
3 |
0.009 |
0.051 |
0.042 |
0.010 |
0.001 |
4 |
0.011 |
0.064 |
0.053 |
0.012 |
0.001 |
5 |
0.014 |
0.069 |
0.055 |
0.016 |
0.002 |
6 |
0.016 |
0.059 |
0.043 |
0.019 |
0.003 |
7 |
0.009 |
0.060 |
0.051 |
0.011 |
0.002 |
8 |
0.009 |
0.063 |
0.054 |
0.007 |
-0.002 |
9 |
0.006 |
0.062 |
0.056 |
0.007 |
0.001 |
10 |
0.000 |
0.046 |
0.046 |
0.000 |
0.000 |
11 |
0.006 |
0.034 |
0.028 |
0.006 |
0.000 |
12 |
-0.003 |
-0.370 |
-0.367 |
-0.003 |
0.000 |
|
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