Structural Shakedown Data Form
Loading Sequence:
1
Date:
2001-08-02
|
Temperature:
80
|
Personnel:
E.L., S.C., T.S., D.C., & M.H.
|
Test Load (lbs):
33375
|
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 |
-0.007 |
-0.007 |
-0.001 |
-0.001 |
2 |
0.000 |
0.108 |
0.108 |
0.021 |
0.021 |
3 |
0.000 |
0.185 |
0.185 |
0.025 |
0.025 |
4 |
0.000 |
0.177 |
0.177 |
0.032 |
0.032 |
5 |
0.000 |
0.099 |
0.099 |
0.018 |
0.018 |
6 |
0.000 |
0.012 |
0.012 |
-0.002 |
-0.002 |
7 |
0.000 |
0.011 |
0.011 |
-0.002 |
-0.002 |
8 |
0.000 |
0.103 |
0.103 |
0.210 |
0.210 |
9 |
0.000 |
0.186 |
0.186 |
0.033 |
0.033 |
10 |
0.000 |
0.208 |
0.208 |
0.032 |
0.032 |
11 |
0.000 |
0.128 |
0.128 |
0.025 |
0.025 |
12 |
0.000 |
-0.013 |
-0.013 |
-0.003 |
-0.003 |
Loading Sequence:
1
Date:
2001-08-02
|
Temperature:
80
|
Personnel:
E.L., S.C., T.S., D.C., & M.H.
|
Test Load (lbs):
33375
|
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 |
-0.001 |
-0.012 |
-0.011 |
-0.003 |
-0.002 |
2 |
0.021 |
0.108 |
0.087 |
0.023 |
0.002 |
3 |
0.025 |
0.189 |
0.164 |
0.031 |
0.006 |
4 |
0.032 |
0.181 |
0.149 |
0.032 |
0.000 |
5 |
0.018 |
0.100 |
0.082 |
0.020 |
0.002 |
6 |
-0.002 |
0.009 |
0.011 |
-0.007 |
-0.005 |
7 |
-0.002 |
0.008 |
0.010 |
-0.006 |
-0.004 |
8 |
0.021 |
0.104 |
0.083 |
0.022 |
0.001 |
9 |
0.033 |
0.189 |
0.156 |
0.036 |
0.003 |
10 |
0.032 |
0.211 |
0.179 |
0.035 |
0.003 |
11 |
0.025 |
0.132 |
0.107 |
0.027 |
0.002 |
12 |
-0.003 |
-0.011 |
-0.008 |
-0.003 |
0.000 |
|
|
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