Structural Shakedown Data Form
Loading Sequence:
1
Date:
2014-04-22
|
Temperature:
63
|
Personnel:
S.R., T.G., E.L., P.D., J.P., T.S., M.R. & M.Z.
|
Test Load (lbs):
22875
|
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 |
0.003 |
0.003 |
0.000 |
0.000 |
2 |
0.000 |
0.128 |
0.128 |
0.006 |
0.006 |
3 |
0.000 |
0.192 |
0.192 |
0.003 |
0.003 |
4 |
0.000 |
0.142 |
0.142 |
0.007 |
0.007 |
5 |
0.000 |
0.062 |
0.062 |
0.005 |
0.005 |
6 |
0.000 |
-0.008 |
-0.008 |
-0.005 |
-0.005 |
7 |
0.000 |
-0.007 |
-0.007 |
-0.003 |
-0.003 |
8 |
0.000 |
0.060 |
0.060 |
0.005 |
0.005 |
9 |
0.000 |
0.135 |
0.135 |
0.008 |
0.008 |
10 |
0.000 |
0.207 |
0.207 |
0.010 |
0.010 |
11 |
0.000 |
0.140 |
0.140 |
0.007 |
0.007 |
12 |
0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
Loading Sequence:
2
Date:
2014-04-23
|
Temperature:
66
|
Personnel:
S.R., E.L., T.G., P.D., C.S., R.S. & M.H.
|
Test Load (lbs):
22875
|
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 |
0.001 |
0.001 |
2 |
0.006 |
0.143 |
0.137 |
0.007 |
0.001 |
3 |
0.003 |
0.223 |
0.220 |
0.005 |
0.002 |
4 |
0.007 |
0.168 |
0.161 |
0.008 |
0.001 |
5 |
0.005 |
0.069 |
0.064 |
0.006 |
0.001 |
6 |
-0.005 |
-0.012 |
-0.007 |
0.001 |
0.006 |
7 |
-0.003 |
-0.010 |
-0.007 |
0.001 |
0.004 |
8 |
0.005 |
0.066 |
0.061 |
0.007 |
0.002 |
9 |
0.008 |
0.157 |
0.149 |
0.011 |
0.003 |
10 |
0.010 |
0.232 |
0.222 |
0.012 |
0.002 |
11 |
0.007 |
0.148 |
0.141 |
0.008 |
0.001 |
12 |
0.000 |
-0.003 |
-0.003 |
0.000 |
0.000 |
|
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