Structural Shakedown Data Form
Loading Sequence:
1
Date:
2010-05-21
|
Temperature:
70
|
Personnel:
E.D., E.L. & B.L.
|
Test Load (lbs):
28575
|
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 |
0.048 |
0.048 |
0.031 |
0.031 |
2 |
0.000 |
0.044 |
0.044 |
0.008 |
0.008 |
3 |
0.000 |
0.110 |
0.110 |
0.007 |
0.007 |
4 |
0.000 |
0.150 |
0.150 |
0.009 |
0.009 |
5 |
0.000 |
0.144 |
0.144 |
0.004 |
0.004 |
6 |
0.000 |
0.004 |
0.004 |
0.006 |
0.006 |
7 |
0.000 |
0.002 |
0.002 |
0.005 |
0.005 |
8 |
0.000 |
0.118 |
0.118 |
0.003 |
0.003 |
9 |
0.000 |
0.126 |
0.126 |
0.004 |
0.004 |
10 |
0.000 |
0.092 |
0.092 |
0.005 |
0.005 |
11 |
0.000 |
0.048 |
0.048 |
0.004 |
0.004 |
12 |
0.000 |
0.049 |
0.049 |
0.028 |
0.028 |
Loading Sequence:
2
Date:
2010-05-24
|
Temperature:
74
|
Personnel:
T.S., E.D., B.L., B.S. & M.R.
|
Test Load (lbs):
28575
|
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 |
0.031 |
0.036 |
0.005 |
0.032 |
0.001 |
2 |
0.008 |
0.043 |
0.035 |
0.009 |
0.001 |
3 |
0.007 |
0.109 |
0.102 |
0.010 |
0.003 |
4 |
0.009 |
0.141 |
0.132 |
0.011 |
0.002 |
5 |
0.004 |
0.139 |
0.135 |
0.007 |
0.003 |
6 |
0.006 |
0.010 |
0.004 |
0.008 |
0.002 |
7 |
0.005 |
0.007 |
0.002 |
0.006 |
0.001 |
8 |
0.003 |
0.110 |
0.107 |
0.003 |
0.000 |
9 |
0.004 |
0.121 |
0.117 |
0.004 |
0.000 |
10 |
0.005 |
0.089 |
0.084 |
0.009 |
0.004 |
11 |
0.004 |
0.089 |
0.085 |
0.005 |
0.001 |
12 |
0.028 |
0.059 |
0.031 |
0.029 |
0.001 |
|
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