Structural Shakedown Data Form
Loading Sequence:
1
Date:
2012-08-20
|
Temperature:
72
|
Personnel:
T.S., E.D. & S.R.
|
Test Load (lbs):
7575
|
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 |
-0.041 |
-0.041 |
0.001 |
0.001 |
2 |
0.000 |
0.079 |
0.079 |
0.006 |
0.006 |
3 |
0.000 |
0.124 |
0.124 |
0.008 |
0.008 |
4 |
0.000 |
0.155 |
0.155 |
0.012 |
0.012 |
5 |
0.000 |
0.142 |
0.142 |
0.004 |
0.004 |
6 |
0.000 |
-0.018 |
-0.018 |
-0.008 |
-0.008 |
7 |
0.000 |
-0.017 |
-0.017 |
-0.005 |
-0.005 |
8 |
0.000 |
0.134 |
0.134 |
0.017 |
0.017 |
9 |
0.000 |
0.139 |
0.139 |
0.025 |
0.025 |
10 |
0.000 |
0.119 |
0.119 |
0.022 |
0.022 |
11 |
0.000 |
0.086 |
0.086 |
0.017 |
0.017 |
12 |
0.000 |
-0.074 |
-0.074 |
-0.003 |
-0.003 |
Loading Sequence:
2
Date:
2012-08-20
|
Temperature:
72
|
Personnel:
T.S., E.D. & S.R.
|
Test Load (lbs):
7575
|
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 |
-0.040 |
-0.041 |
-0.003 |
-0.004 |
2 |
0.006 |
0.079 |
0.073 |
0.007 |
0.001 |
3 |
0.008 |
0.124 |
0.116 |
0.009 |
0.001 |
4 |
0.012 |
0.157 |
0.145 |
0.012 |
0.000 |
5 |
0.004 |
0.145 |
0.141 |
0.007 |
0.003 |
6 |
-0.008 |
-0.023 |
-0.015 |
-0.010 |
-0.002 |
7 |
-0.005 |
-0.018 |
-0.013 |
-0.008 |
-0.003 |
8 |
0.017 |
0.139 |
0.122 |
0.018 |
0.001 |
9 |
0.025 |
0.144 |
0.119 |
0.027 |
0.002 |
10 |
0.022 |
0.124 |
0.102 |
0.023 |
0.001 |
11 |
0.017 |
0.090 |
0.073 |
0.019 |
0.002 |
12 |
-0.003 |
-0.073 |
-0.070 |
-0.005 |
-0.002 |
|
|
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