Structural Shakedown Data Form
Loading Sequence:
1
Date:
2011-02-14
|
Temperature:
64
|
Personnel:
T.S., E.L., E.D. & B.L.
|
Test Load (lbs):
15375
|
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 |
-0.084 |
-0.084 |
0.006 |
0.006 |
2 |
0.000 |
0.116 |
0.116 |
0.014 |
0.014 |
3 |
0.000 |
0.206 |
0.206 |
0.022 |
0.022 |
4 |
0.000 |
0.262 |
0.262 |
0.025 |
0.025 |
5 |
0.000 |
0.276 |
0.276 |
0.026 |
0.026 |
6 |
0.000 |
0.056 |
0.056 |
-0.007 |
-0.007 |
7 |
0.000 |
0.007 |
0.007 |
-0.035 |
-0.035 |
8 |
0.000 |
0.264 |
0.264 |
0.025 |
0.025 |
9 |
0.000 |
0.252 |
0.252 |
0.026 |
0.026 |
10 |
0.000 |
0.181 |
0.181 |
0.016 |
0.016 |
11 |
0.000 |
0.098 |
0.098 |
0.009 |
0.009 |
12 |
0.000 |
-0.139 |
-0.139 |
0.006 |
0.006 |
Loading Sequence:
2
Date:
2011-07-26
|
Temperature:
40
|
Personnel:
E.D., E.L. & P.D.
|
Test Load (lbs):
15375
|
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 |
0.006 |
-0.079 |
-0.085 |
0.010 |
0.004 |
2 |
0.014 |
0.019 |
0.005 |
0.025 |
0.011 |
3 |
0.022 |
0.212 |
0.190 |
0.025 |
0.003 |
4 |
0.025 |
0.270 |
0.245 |
0.028 |
0.003 |
5 |
0.026 |
0.280 |
0.254 |
0.028 |
0.002 |
6 |
-0.007 |
0.056 |
0.063 |
-0.002 |
0.005 |
7 |
-0.035 |
0.091 |
0.126 |
-0.038 |
-0.003 |
8 |
0.025 |
0.270 |
0.245 |
0.026 |
0.001 |
9 |
0.026 |
0.260 |
0.234 |
0.027 |
0.001 |
10 |
0.016 |
0.285 |
0.269 |
0.018 |
0.002 |
11 |
0.009 |
0.101 |
0.092 |
0.009 |
0.000 |
12 |
0.006 |
-0.181 |
-0.187 |
0.009 |
0.003 |
|
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