Structural Shakedown Data Form
Loading Sequence:
1
|
Date:
2001-07-12
|
Temperature:
75
|
|
Personnel:
E.L., E.D., T.S. & D.L.
|
Test Load (lbs):
34500
|
| 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 |
0.024 |
0.024 |
0.014 |
0.014 |
| 2 |
0.000 |
0.243 |
0.243 |
0.012 |
0.012 |
| 3 |
0.000 |
0.457 |
0.457 |
0.021 |
0.021 |
| 4 |
0.000 |
0.421 |
0.421 |
0.074 |
0.074 |
| 5 |
0.000 |
0.163 |
0.163 |
0.026 |
0.026 |
| 6 |
0.000 |
0.069 |
0.069 |
0.069 |
0.069 |
| 7 |
0.000 |
0.093 |
0.093 |
0.088 |
0.088 |
| 8 |
0.000 |
0.201 |
0.201 |
0.035 |
0.035 |
| 9 |
0.000 |
0.578 |
0.578 |
0.050 |
0.050 |
| 10 |
0.000 |
0.507 |
0.507 |
0.117 |
0.117 |
| 11 |
0.000 |
0.196 |
0.196 |
0.031 |
0.031 |
| 12 |
0.000 |
0.020 |
0.020 |
0.009 |
0.009 |
Loading Sequence:
1
|
Date:
2001-07-12
|
Temperature:
75
|
|
Personnel:
E.L., E.D., T.S. & D.L.
|
Test Load (lbs):
34500
|
| 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 |
0.014 |
0.023 |
0.009 |
0.019 |
0.005 |
| 2 |
0.012 |
0.222 |
0.210 |
0.016 |
0.004 |
| 3 |
0.021 |
0.447 |
0.426 |
0.025 |
0.004 |
| 4 |
0.074 |
0.417 |
0.343 |
0.079 |
0.005 |
| 5 |
0.026 |
0.163 |
0.137 |
0.027 |
0.001 |
| 6 |
0.069 |
0.071 |
0.002 |
0.070 |
0.001 |
| 7 |
0.088 |
0.095 |
0.007 |
0.090 |
0.002 |
| 8 |
0.035 |
0.203 |
0.168 |
0.036 |
0.001 |
| 9 |
0.050 |
0.475 |
0.425 |
0.054 |
0.004 |
| 10 |
0.117 |
0.496 |
0.379 |
0.121 |
0.004 |
| 11 |
0.031 |
0.191 |
0.160 |
0.036 |
0.005 |
| 12 |
0.009 |
0.022 |
0.013 |
0.013 |
0.004 |
|
|
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