Structural Shakedown Data Form
Loading Sequence:
1
Date:
2005-04-05
|
Temperature:
60
|
Personnel:
T.S., E.L. & D.L.
|
Test Load (lbs):
10725
|
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 |
-0.050 |
-0.050 |
-0.004 |
-0.004 |
2 |
0.000 |
0.108 |
0.108 |
0.018 |
0.018 |
3 |
0.000 |
0.170 |
0.170 |
0.016 |
0.016 |
4 |
0.000 |
0.196 |
0.196 |
0.017 |
0.017 |
5 |
0.000 |
0.231 |
0.231 |
0.047 |
0.047 |
6 |
0.000 |
-0.043 |
-0.043 |
0.002 |
0.002 |
7 |
0.000 |
-0.091 |
-0.091 |
-0.009 |
-0.009 |
8 |
0.000 |
0.193 |
0.193 |
0.020 |
0.020 |
9 |
0.000 |
0.200 |
0.200 |
0.024 |
0.024 |
10 |
0.000 |
0.153 |
0.153 |
0.015 |
0.015 |
11 |
0.000 |
0.116 |
0.116 |
0.015 |
0.015 |
12 |
0.000 |
-0.061 |
-0.061 |
-0.005 |
-0.005 |
Loading Sequence:
1
Date:
2005-04-05
|
Temperature:
60
|
Personnel:
T.S., E.L. & D.L.
|
Test Load (lbs):
10725
|
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 |
-0.004 |
-0.037 |
-0.033 |
0.005 |
0.009 |
2 |
0.018 |
0.116 |
0.098 |
0.020 |
0.002 |
3 |
0.016 |
0.169 |
0.153 |
0.021 |
0.005 |
4 |
0.017 |
0.210 |
0.193 |
0.018 |
0.001 |
5 |
0.047 |
0.158 |
0.111 |
0.052 |
0.005 |
6 |
0.002 |
-0.062 |
-0.064 |
0.003 |
0.001 |
7 |
-0.009 |
-0.101 |
-0.092 |
-0.010 |
-0.001 |
8 |
0.020 |
0.196 |
0.176 |
0.024 |
0.004 |
9 |
0.024 |
0.201 |
0.177 |
0.027 |
0.003 |
10 |
0.015 |
0.154 |
0.139 |
0.015 |
0.000 |
11 |
0.015 |
0.125 |
0.110 |
0.020 |
0.005 |
12 |
-0.005 |
-0.062 |
-0.057 |
-0.006 |
-0.001 |
|
|
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