Structural Shakedown Data Form
Loading Sequence:
1
|
Date:
2012-11-20
|
Temperature:
62
|
|
Personnel:
E.D., E.L., S.R., P.D., T.G. & G.C.
|
Test Load (lbs):
31500
|
| 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 |
0.450 |
0.450 |
0.350 |
0.350 |
| 2 |
0.000 |
0.470 |
0.470 |
0.010 |
0.010 |
| 3 |
0.000 |
0.156 |
0.156 |
0.017 |
0.017 |
| 4 |
0.000 |
0.185 |
0.185 |
0.027 |
0.027 |
| 5 |
0.000 |
0.143 |
0.143 |
0.028 |
0.028 |
| 6 |
0.000 |
0.043 |
0.043 |
0.046 |
0.046 |
| 7 |
0.000 |
0.039 |
0.039 |
0.043 |
0.043 |
| 8 |
0.000 |
0.152 |
0.152 |
0.030 |
0.030 |
| 9 |
0.000 |
0.215 |
0.215 |
0.036 |
0.036 |
| 10 |
0.000 |
0.194 |
0.194 |
0.021 |
0.021 |
| 11 |
0.000 |
0.035 |
0.035 |
0.006 |
0.006 |
| 12 |
0.000 |
0.051 |
0.051 |
0.033 |
0.033 |
Loading Sequence:
2
|
Date:
2012-11-21
|
Temperature:
62
|
|
Personnel:
E.D., E.L., S.R., P.D., T.G. & G.C.
|
Test Load (lbs):
31500
|
| 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 |
0.035 |
0.049 |
0.014 |
0.036 |
0.001 |
| 2 |
0.010 |
0.047 |
0.037 |
0.012 |
0.002 |
| 3 |
0.017 |
0.155 |
0.138 |
0.019 |
0.002 |
| 4 |
0.027 |
0.187 |
0.160 |
0.031 |
0.004 |
| 5 |
0.028 |
0.147 |
0.119 |
0.032 |
0.004 |
| 6 |
0.046 |
0.051 |
0.005 |
0.047 |
0.001 |
| 7 |
0.043 |
0.043 |
0.000 |
0.046 |
0.003 |
| 8 |
0.030 |
0.145 |
0.115 |
0.033 |
0.003 |
| 9 |
0.036 |
0.209 |
0.173 |
0.039 |
0.003 |
| 10 |
0.021 |
0.188 |
0.167 |
0.022 |
0.001 |
| 11 |
0.006 |
0.031 |
0.025 |
0.008 |
0.002 |
| 12 |
0.033 |
0.054 |
0.021 |
0.034 |
0.001 |
|
|
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