Structural Shakedown Data Form
Loading Sequence:
1
Date:
1996-08-19
|
Temperature:
78
|
Personnel:
B.L., S.C., & D.F.
|
Test Load (lbs):
16125
|
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 |
-0.015 |
-0.015 |
0.036 |
0.036 |
2 |
0.000 |
0.041 |
0.041 |
0.007 |
0.007 |
3 |
0.000 |
0.064 |
0.064 |
0.004 |
0.004 |
4 |
0.000 |
0.064 |
0.064 |
0.005 |
0.005 |
5 |
0.000 |
0.033 |
0.033 |
0.004 |
0.004 |
6 |
0.000 |
-0.029 |
-0.029 |
0.008 |
0.008 |
7 |
0.000 |
0.048 |
0.048 |
0.004 |
0.004 |
8 |
0.000 |
0.029 |
0.029 |
0.006 |
0.006 |
9 |
0.000 |
0.063 |
0.063 |
0.005 |
0.005 |
10 |
0.000 |
0.064 |
0.064 |
0.006 |
0.006 |
11 |
0.000 |
0.028 |
0.028 |
0.002 |
0.002 |
12 |
0.000 |
0.032 |
0.032 |
0.005 |
0.005 |
Loading Sequence:
1
Date:
1996-08-19
|
Temperature:
78
|
Personnel:
B.L., S.C., & D.F.
|
Test Load (lbs):
16125
|
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 |
0.036 |
0.036 |
0.050 |
0.050 |
2 |
0.007 |
0.042 |
0.035 |
0.008 |
0.001 |
3 |
0.004 |
0.064 |
0.060 |
0.005 |
0.001 |
4 |
0.005 |
0.065 |
0.060 |
30050.000 |
30049.995 |
5 |
0.004 |
0.038 |
0.034 |
0.004 |
0.000 |
6 |
0.008 |
0.069 |
0.061 |
0.009 |
0.001 |
7 |
0.004 |
0.044 |
0.040 |
0.004 |
0.000 |
8 |
0.006 |
0.029 |
0.023 |
0.006 |
0.000 |
9 |
0.005 |
0.063 |
0.058 |
0.006 |
0.001 |
10 |
0.006 |
0.064 |
0.058 |
0.006 |
0.000 |
11 |
0.002 |
0.028 |
0.026 |
0.003 |
0.001 |
12 |
0.005 |
0.030 |
0.025 |
0.005 |
0.000 |
|
|
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