Structural Shakedown Data Form
Loading Sequence:
2
Date:
2011-06-14
|
Temperature:
69
|
Personnel:
T.S., E.L., E.D., J.P., B.L. & S.C.
|
Test Load (lbs):
16575
|
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 |
0.015 |
0.023 |
0.008 |
0.010 |
-0.005 |
2 |
0.009 |
0.031 |
0.022 |
0.008 |
-0.001 |
3 |
0.010 |
0.037 |
0.027 |
0.009 |
-0.001 |
4 |
0.012 |
0.051 |
0.039 |
0.011 |
-0.001 |
5 |
0.011 |
0.045 |
0.034 |
0.010 |
-0.001 |
6 |
-0.003 |
0.027 |
0.030 |
0.000 |
0.003 |
7 |
-0.002 |
0.034 |
0.036 |
0.002 |
0.004 |
8 |
0.010 |
0.056 |
0.046 |
0.013 |
0.003 |
9 |
0.102 |
0.151 |
0.049 |
0.106 |
0.004 |
10 |
0.005 |
0.047 |
0.042 |
0.009 |
0.004 |
11 |
0.004 |
0.040 |
0.036 |
0.005 |
0.001 |
12 |
0.015 |
0.023 |
0.008 |
0.010 |
-0.005 |
Loading Sequence:
1
Date:
2011-06-14
|
Temperature:
65
|
Personnel:
T.S., E.L., E.D., J.P. & B.L.
|
Test Load (lbs):
16575
|
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 |
0.023 |
0.023 |
0.015 |
0.015 |
2 |
0.000 |
0.030 |
0.030 |
0.009 |
0.009 |
3 |
0.000 |
0.036 |
0.036 |
0.010 |
0.010 |
4 |
0.000 |
0.052 |
0.052 |
0.012 |
0.012 |
5 |
0.000 |
0.045 |
0.045 |
0.011 |
0.011 |
6 |
0.000 |
0.030 |
0.030 |
-0.003 |
-0.003 |
7 |
0.000 |
0.035 |
0.035 |
-0.002 |
-0.002 |
8 |
0.000 |
0.053 |
0.053 |
0.010 |
0.010 |
9 |
0.000 |
0.150 |
0.150 |
0.102 |
0.102 |
10 |
0.000 |
0.044 |
0.044 |
0.005 |
0.005 |
11 |
0.000 |
0.039 |
0.039 |
0.004 |
0.004 |
12 |
0.000 |
0.021 |
0.021 |
0.015 |
0.015 |
|
|
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