Structural Shakedown Data Form
Loading Sequence:
1
|
Date:
2002-10-30
|
Temperature:
68
|
|
Personnel:
S.C., T.S., E.D. & E.L.
|
Test Load (lbs):
13125
|
| 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 |
0.083 |
0.083 |
0.090 |
0.090 |
| 2 |
0.000 |
0.078 |
0.078 |
0.055 |
0.055 |
| 3 |
0.000 |
0.072 |
0.072 |
0.036 |
0.036 |
| 4 |
0.000 |
0.050 |
0.050 |
0.024 |
0.024 |
| 5 |
0.000 |
0.029 |
0.029 |
0.012 |
0.012 |
| 6 |
0.000 |
0.258 |
0.258 |
0.026 |
0.026 |
| 7 |
0.000 |
0.238 |
0.238 |
0.005 |
0.005 |
| 8 |
0.000 |
0.014 |
0.014 |
-0.001 |
-0.001 |
| 9 |
0.000 |
0.034 |
0.034 |
0.002 |
0.002 |
| 10 |
0.000 |
0.046 |
0.046 |
0.006 |
0.006 |
| 11 |
0.000 |
0.033 |
0.033 |
0.010 |
0.010 |
| 12 |
0.000 |
0.015 |
0.015 |
0.030 |
0.030 |
Loading Sequence:
1
|
Date:
2002-10-30
|
Temperature:
68
|
|
Personnel:
S.C., T.S., E.D. & E.L.
|
Test Load (lbs):
13125
|
| 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 |
0.090 |
0.084 |
-0.006 |
0.092 |
0.002 |
| 2 |
0.055 |
0.078 |
0.023 |
0.055 |
0.000 |
| 3 |
0.036 |
0.072 |
0.036 |
0.036 |
0.000 |
| 4 |
0.024 |
0.050 |
0.026 |
0.024 |
0.000 |
| 5 |
0.017 |
0.029 |
0.012 |
0.012 |
-0.005 |
| 6 |
0.026 |
0.273 |
0.247 |
0.030 |
0.004 |
| 7 |
0.005 |
0.250 |
0.245 |
0.009 |
0.004 |
| 8 |
-0.001 |
0.014 |
0.015 |
-0.002 |
-0.001 |
| 9 |
0.002 |
0.035 |
0.033 |
0.004 |
0.002 |
| 10 |
0.006 |
0.047 |
0.041 |
0.006 |
0.000 |
| 11 |
0.010 |
0.034 |
0.024 |
0.012 |
0.002 |
| 12 |
0.030 |
0.013 |
-0.017 |
0.032 |
0.002 |
|
|
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