Structural Shakedown Data Form
Loading Sequence:
1
Date:
1999-05-18
|
Temperature:
66
|
Personnel:
B.L., D.L., C.S. and M.H.
|
Test Load (lbs):
13500
|
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 |
0.065 |
0.065 |
0.009 |
0.009 |
2 |
0.000 |
0.046 |
0.046 |
0.001 |
0.001 |
3 |
0.000 |
0.059 |
0.059 |
0.001 |
0.001 |
4 |
0.000 |
0.068 |
0.068 |
-0.001 |
-0.001 |
5 |
0.000 |
0.046 |
0.046 |
0.003 |
0.003 |
6 |
0.000 |
0.094 |
0.094 |
0.045 |
0.045 |
7 |
0.000 |
0.083 |
0.083 |
0.036 |
0.036 |
8 |
0.000 |
0.048 |
0.048 |
0.002 |
0.002 |
9 |
0.000 |
0.062 |
0.062 |
0.002 |
0.002 |
10 |
0.000 |
0.057 |
0.057 |
0.001 |
0.001 |
11 |
0.000 |
0.047 |
0.047 |
0.000 |
0.000 |
12 |
0.000 |
0.051 |
0.051 |
0.015 |
0.015 |
Loading Sequence:
1
Date:
1999-05-18
|
Temperature:
66
|
Personnel:
B.L., D.L., C.S. and M.H.
|
Test Load (lbs):
13500
|
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 |
0.008 |
0.065 |
0.057 |
0.009 |
0.001 |
2 |
0.002 |
0.046 |
0.044 |
0.001 |
-0.001 |
3 |
0.002 |
0.059 |
0.057 |
0.001 |
-0.001 |
4 |
-0.001 |
0.068 |
0.069 |
-0.001 |
0.000 |
5 |
0.003 |
0.046 |
0.043 |
0.003 |
0.000 |
6 |
0.044 |
0.094 |
0.050 |
0.045 |
0.001 |
7 |
0.035 |
0.083 |
0.048 |
0.036 |
0.001 |
8 |
0.002 |
0.048 |
0.046 |
0.002 |
0.000 |
9 |
0.003 |
0.062 |
0.059 |
0.002 |
-0.001 |
10 |
0.001 |
0.057 |
0.056 |
0.001 |
0.000 |
11 |
0.000 |
0.047 |
0.047 |
0.000 |
0.000 |
12 |
0.013 |
0.051 |
0.038 |
0.015 |
0.002 |
|
|
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