Structural Shakedown Data Form
Loading Sequence:
1
Date:
2014-05-07
|
Temperature:
64
|
Personnel:
T.S., E.D., P.D., S.R. & J.P.
|
Test Load (lbs):
22500
|
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 |
0.133 |
0.133 |
0.030 |
0.030 |
2 |
0.000 |
0.088 |
0.088 |
0.008 |
0.008 |
3 |
0.000 |
0.199 |
0.199 |
0.025 |
0.025 |
4 |
0.000 |
0.311 |
0.311 |
0.054 |
0.054 |
5 |
0.000 |
0.317 |
0.317 |
0.056 |
0.056 |
6 |
0.000 |
0.077 |
0.077 |
0.023 |
0.023 |
7 |
0.000 |
0.049 |
0.049 |
0.013 |
0.013 |
8 |
0.000 |
0.183 |
0.183 |
0.026 |
0.026 |
9 |
0.000 |
0.194 |
0.194 |
0.025 |
0.025 |
10 |
0.000 |
0.159 |
0.159 |
0.019 |
0.019 |
11 |
0.000 |
0.085 |
0.085 |
0.014 |
0.014 |
12 |
0.000 |
0.097 |
0.097 |
0.023 |
0.023 |
Loading Sequence:
2
Date:
2014-05-07
|
Temperature:
60
|
Personnel:
T.S., S.R., E.D., E.L., T.G., P.D. & J.P.
|
Test Load (lbs):
22500
|
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 |
0.030 |
0.126 |
0.096 |
0.029 |
-0.001 |
2 |
0.008 |
0.093 |
0.085 |
0.009 |
0.001 |
3 |
0.025 |
0.206 |
0.181 |
0.027 |
0.002 |
4 |
0.054 |
0.310 |
0.256 |
0.058 |
0.004 |
5 |
0.056 |
0.320 |
0.264 |
0.059 |
0.003 |
6 |
0.023 |
0.077 |
0.054 |
0.025 |
0.002 |
7 |
0.013 |
0.052 |
0.039 |
0.014 |
0.001 |
8 |
0.026 |
0.191 |
0.165 |
0.027 |
0.001 |
9 |
0.025 |
0.201 |
0.176 |
0.028 |
0.003 |
10 |
0.019 |
0.164 |
0.145 |
0.022 |
0.003 |
11 |
0.014 |
0.089 |
0.075 |
0.017 |
0.003 |
12 |
0.023 |
0.091 |
0.068 |
0.021 |
-0.002 |
|
|
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