Structural Shakedown Data Form
Loading Sequence:
1
Date:
2009-03-12
|
Temperature:
|
Personnel:
T.S., E.L., E.D. & P.D.
|
Test Load (lbs):
28500
|
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 |
0.123 |
0.123 |
0.018 |
0.018 |
2 |
0.000 |
0.168 |
0.168 |
0.027 |
0.027 |
3 |
0.000 |
0.243 |
0.243 |
0.040 |
0.040 |
4 |
0.000 |
0.371 |
0.371 |
0.046 |
0.046 |
5 |
0.000 |
0.252 |
0.252 |
0.050 |
0.050 |
6 |
0.000 |
0.015 |
0.015 |
-0.054 |
-0.054 |
7 |
0.000 |
0.042 |
0.042 |
-0.032 |
-0.032 |
8 |
0.000 |
0.165 |
0.165 |
0.020 |
0.020 |
9 |
0.000 |
0.205 |
0.205 |
0.025 |
0.025 |
10 |
0.000 |
0.180 |
0.180 |
0.202 |
0.202 |
11 |
0.000 |
0.123 |
0.123 |
0.010 |
0.010 |
12 |
0.000 |
0.103 |
0.103 |
0.013 |
0.013 |
Loading Sequence:
2
Date:
2009-03-16
|
Temperature:
60
|
Personnel:
T.S., E.D., E.L. & M.R.
|
Test Load (lbs):
28500
|
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 |
0.018 |
0.118 |
0.100 |
0.021 |
0.003 |
2 |
0.027 |
0.157 |
0.130 |
0.028 |
0.001 |
3 |
0.040 |
0.230 |
0.190 |
0.042 |
0.002 |
4 |
0.046 |
0.356 |
0.310 |
0.050 |
0.004 |
5 |
0.050 |
0.240 |
0.190 |
0.055 |
0.005 |
6 |
-0.054 |
-0.084 |
-0.030 |
-0.048 |
0.006 |
7 |
-0.032 |
-0.057 |
-0.025 |
-0.027 |
0.005 |
8 |
0.020 |
0.173 |
0.153 |
0.025 |
0.005 |
9 |
0.025 |
0.211 |
0.186 |
0.029 |
0.004 |
10 |
0.020 |
0.185 |
0.165 |
0.023 |
0.003 |
11 |
0.010 |
0.126 |
0.116 |
0.013 |
0.003 |
12 |
0.013 |
0.102 |
0.089 |
0.018 |
0.005 |
|
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