Structural Shakedown Data Form
Loading Sequence:
1
Date:
2006-03-03
|
Temperature:
64
|
Personnel:
D.L., E.L., T.S. G.M., P.D., B.S., and T.W.
|
Test Load (lbs):
|
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 |
0.079 |
0.079 |
0.024 |
0.024 |
2 |
0.000 |
0.064 |
0.064 |
0.011 |
0.011 |
3 |
0.000 |
0.063 |
0.063 |
0.010 |
0.010 |
4 |
0.000 |
0.033 |
0.033 |
0.007 |
0.007 |
5 |
0.000 |
0.057 |
0.057 |
0.007 |
0.007 |
6 |
0.000 |
0.008 |
0.008 |
0.003 |
0.003 |
7 |
0.000 |
0.010 |
0.010 |
0.003 |
0.003 |
8 |
0.000 |
0.059 |
0.059 |
0.006 |
0.006 |
9 |
0.000 |
0.028 |
0.028 |
0.003 |
0.003 |
10 |
0.000 |
0.055 |
0.055 |
0.006 |
0.006 |
11 |
0.000 |
0.055 |
0.055 |
0.005 |
0.005 |
12 |
0.000 |
0.078 |
0.078 |
0.024 |
0.024 |
Loading Sequence:
1
Date:
2006-03-03
|
Temperature:
64
|
Personnel:
D.L., E.L., T.S. G.M., P.D., B.S., and T.W.
|
Test Load (lbs):
|
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 |
0.024 |
0.079 |
0.055 |
0.024 |
0.000 |
2 |
0.011 |
0.072 |
0.061 |
0.015 |
0.004 |
3 |
0.010 |
0.066 |
0.056 |
0.011 |
0.001 |
4 |
0.007 |
0.033 |
0.026 |
0.010 |
0.003 |
5 |
0.007 |
0.058 |
0.051 |
0.011 |
0.004 |
6 |
0.003 |
0.010 |
0.007 |
0.005 |
0.002 |
7 |
0.003 |
0.010 |
0.007 |
0.004 |
0.001 |
8 |
0.006 |
0.062 |
0.056 |
0.008 |
0.002 |
9 |
0.003 |
0.030 |
0.027 |
0.006 |
0.003 |
10 |
0.006 |
0.058 |
0.052 |
0.009 |
0.003 |
11 |
0.005 |
0.057 |
0.052 |
0.005 |
0.000 |
12 |
0.024 |
0.079 |
0.055 |
0.024 |
0.000 |
|
|
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