Structural Shakedown Data Form
Loading Sequence:
1
Date:
1993-06-14
|
Temperature:
78
|
Personnel:
B.L., B.R., S.C., D.F. & J.P.
|
Test Load (lbs):
18000
|
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 |
0.024 |
0.024 |
0.007 |
0.007 |
2 |
0.000 |
0.045 |
0.045 |
0.002 |
0.002 |
3 |
0.000 |
0.046 |
0.046 |
0.002 |
0.002 |
4 |
0.000 |
0.019 |
0.019 |
0.003 |
0.003 |
5 |
0.000 |
0.016 |
0.016 |
0.008 |
0.008 |
6 |
0.000 |
0.074 |
0.074 |
0.020 |
0.020 |
7 |
0.000 |
0.067 |
0.067 |
0.270 |
0.270 |
8 |
0.000 |
0.027 |
0.027 |
0.017 |
0.017 |
9 |
0.000 |
0.022 |
0.022 |
0.007 |
0.007 |
10 |
0.000 |
0.049 |
0.049 |
0.005 |
0.005 |
11 |
0.000 |
0.056 |
0.056 |
0.004 |
0.004 |
12 |
0.000 |
0.027 |
0.027 |
0.011 |
0.011 |
Loading Sequence:
1
Date:
1993-06-14
|
Temperature:
78
|
Personnel:
B.L., B.R., S.C., D.F. & J.P.
|
Test Load (lbs):
18000
|
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 |
0.007 |
0.029 |
0.022 |
0.010 |
0.003 |
2 |
0.002 |
0.044 |
0.042 |
0.004 |
0.002 |
3 |
0.002 |
0.045 |
0.043 |
0.003 |
0.001 |
4 |
0.003 |
0.018 |
0.015 |
0.004 |
0.001 |
5 |
0.008 |
0.019 |
0.011 |
0.009 |
0.001 |
6 |
0.020 |
0.081 |
0.061 |
0.001 |
-0.019 |
7 |
0.027 |
0.076 |
0.049 |
0.028 |
0.001 |
8 |
0.017 |
0.030 |
0.013 |
0.018 |
0.001 |
9 |
0.007 |
0.019 |
0.012 |
0.005 |
-0.002 |
10 |
0.005 |
0.046 |
0.041 |
0.006 |
0.001 |
11 |
0.004 |
0.055 |
0.051 |
0.004 |
0.000 |
12 |
0.011 |
0.034 |
0.023 |
0.014 |
0.003 |
|
|
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