Structural Shakedown Data Form
Loading Sequence:
1
Date:
2002-06-25
|
Temperature:
85
|
Personnel:
T.S., E.L., D.L., & M.H.
|
Test Load (lbs):
46125
|
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 |
0.047 |
0.047 |
0.012 |
0.012 |
2 |
0.000 |
0.061 |
0.061 |
0.014 |
0.014 |
3 |
0.000 |
0.083 |
0.083 |
0.005 |
0.005 |
4 |
0.000 |
0.032 |
0.032 |
0.009 |
0.009 |
5 |
0.000 |
0.030 |
0.030 |
0.005 |
0.005 |
6 |
0.000 |
0.019 |
0.019 |
0.004 |
0.004 |
7 |
0.000 |
0.025 |
0.025 |
0.010 |
0.010 |
8 |
0.000 |
0.029 |
0.029 |
0.006 |
0.006 |
9 |
0.000 |
0.050 |
0.050 |
0.013 |
0.013 |
10 |
0.000 |
0.022 |
0.022 |
0.010 |
0.010 |
11 |
0.000 |
0.080 |
0.080 |
0.018 |
0.018 |
12 |
0.000 |
0.049 |
0.049 |
0.012 |
0.012 |
Loading Sequence:
1
Date:
2002-06-25
|
Temperature:
85
|
Personnel:
T.S., E.L., D.L., & M.H.
|
Test Load (lbs):
46125
|
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 |
0.012 |
0.049 |
0.037 |
0.017 |
0.005 |
2 |
0.014 |
0.064 |
0.050 |
0.018 |
0.004 |
3 |
0.005 |
0.083 |
0.078 |
0.011 |
0.006 |
4 |
0.009 |
0.031 |
0.022 |
0.011 |
0.002 |
5 |
0.005 |
0.031 |
0.026 |
0.010 |
0.005 |
6 |
0.004 |
0.022 |
0.018 |
0.010 |
0.006 |
7 |
0.010 |
0.027 |
0.017 |
0.010 |
0.000 |
8 |
0.006 |
0.030 |
0.024 |
0.008 |
0.002 |
9 |
0.013 |
0.055 |
0.042 |
0.017 |
0.004 |
10 |
0.010 |
0.023 |
0.013 |
0.011 |
0.001 |
11 |
0.018 |
0.084 |
0.066 |
0.020 |
0.002 |
12 |
0.012 |
0.052 |
0.040 |
0.018 |
0.006 |
|
|
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