Structural Shakedown Data Form
Loading Sequence:
1
Date:
2000-10-09
|
Temperature:
42
|
Personnel:
E.D., E.L., D.L., S.R. & K.S.
|
Test Load (lbs):
19125
|
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 |
0.026 |
0.026 |
0.001 |
0.001 |
2 |
0.000 |
0.024 |
0.024 |
0.006 |
0.006 |
3 |
0.000 |
0.044 |
0.044 |
0.005 |
0.005 |
4 |
0.000 |
0.067 |
0.067 |
0.011 |
0.011 |
5 |
0.000 |
0.062 |
0.062 |
0.013 |
0.013 |
6 |
0.000 |
0.071 |
0.071 |
0.016 |
0.016 |
7 |
0.000 |
0.048 |
0.048 |
0.003 |
0.003 |
8 |
0.000 |
0.034 |
0.034 |
0.002 |
0.002 |
9 |
0.000 |
0.047 |
0.047 |
0.002 |
0.002 |
10 |
0.000 |
0.036 |
0.036 |
0.000 |
0.000 |
11 |
0.000 |
0.014 |
0.014 |
-0.002 |
-0.002 |
12 |
0.000 |
0.008 |
0.008 |
-0.003 |
-0.003 |
Loading Sequence:
1
Date:
2000-10-09
|
Temperature:
42
|
Personnel:
E.D., E.L., D.L., S.R. & K.S.
|
Test Load (lbs):
19125
|
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 |
0.001 |
0.024 |
0.023 |
0.002 |
0.001 |
2 |
0.006 |
0.025 |
0.019 |
0.007 |
0.001 |
3 |
0.005 |
0.047 |
0.042 |
0.005 |
0.000 |
4 |
0.011 |
0.069 |
0.058 |
0.010 |
-0.001 |
5 |
0.013 |
0.063 |
0.050 |
0.014 |
0.001 |
6 |
0.016 |
0.072 |
0.056 |
0.018 |
0.002 |
7 |
0.003 |
0.038 |
0.035 |
0.004 |
0.001 |
8 |
0.002 |
0.036 |
0.034 |
0.002 |
0.000 |
9 |
0.002 |
0.054 |
0.052 |
0.003 |
0.001 |
10 |
0.000 |
0.041 |
0.041 |
0.000 |
0.000 |
11 |
-0.002 |
0.016 |
0.018 |
-0.002 |
0.000 |
12 |
-0.003 |
0.009 |
0.012 |
-0.001 |
0.002 |
|
|
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