Structural Shakedown Data Form
Loading Sequence:
1
|
Date:
1994-02-03
|
Temperature:
68
|
|
Personnel:
B.L., B.R., J.P. & D.F.
|
Test Load (lbs):
25125
|
| 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 |
0.050 |
0.050 |
0.200 |
0.200 |
| 2 |
0.000 |
0.099 |
0.099 |
0.020 |
0.020 |
| 3 |
0.000 |
0.182 |
0.182 |
0.021 |
0.021 |
| 4 |
0.000 |
0.172 |
0.172 |
0.021 |
0.021 |
| 5 |
0.000 |
0.102 |
0.102 |
0.019 |
0.019 |
| 6 |
0.000 |
0.059 |
0.059 |
0.022 |
0.022 |
| 7 |
0.000 |
0.057 |
0.057 |
0.019 |
0.019 |
| 8 |
0.000 |
0.096 |
0.096 |
0.016 |
0.016 |
| 9 |
0.000 |
0.182 |
0.182 |
0.018 |
0.018 |
| 10 |
0.000 |
0.192 |
0.192 |
0.016 |
0.016 |
| 11 |
0.000 |
0.098 |
0.098 |
0.012 |
0.012 |
| 12 |
0.000 |
0.049 |
0.049 |
0.014 |
0.014 |
Loading Sequence:
1
|
Date:
1994-02-03
|
Temperature:
68
|
|
Personnel:
B.L., B.R., J.P. & D.F.
|
Test Load (lbs):
25125
|
| 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 |
0.020 |
0.053 |
0.033 |
0.021 |
0.001 |
| 2 |
0.020 |
0.097 |
0.077 |
0.022 |
0.002 |
| 3 |
0.021 |
0.177 |
0.156 |
0.024 |
0.003 |
| 4 |
0.021 |
0.169 |
0.148 |
0.024 |
0.003 |
| 5 |
0.019 |
0.101 |
0.082 |
0.020 |
0.001 |
| 6 |
0.022 |
0.060 |
0.038 |
0.022 |
0.000 |
| 7 |
0.019 |
0.058 |
0.039 |
0.019 |
0.000 |
| 8 |
0.016 |
0.098 |
0.082 |
0.017 |
0.001 |
| 9 |
0.018 |
0.185 |
0.167 |
0.022 |
0.004 |
| 10 |
0.016 |
0.196 |
0.180 |
0.019 |
0.003 |
| 11 |
0.012 |
0.102 |
0.090 |
0.014 |
0.002 |
| 12 |
0.014 |
0.057 |
0.043 |
0.015 |
0.001 |
|
|
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