Structural Shakedown Data Form
Loading Sequence:
1
Date:
2009-06-22
|
Temperature:
75
|
Personnel:
E.D., E.L., P.S. & K.D.
|
Test Load (lbs):
19575
|
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 |
-0.157 |
-0.157 |
0.011 |
0.011 |
2 |
0.000 |
0.135 |
0.135 |
0.018 |
0.018 |
3 |
0.000 |
0.234 |
0.234 |
0.020 |
0.020 |
4 |
0.000 |
0.282 |
0.282 |
0.023 |
0.023 |
5 |
0.000 |
0.239 |
0.239 |
0.022 |
0.022 |
6 |
0.000 |
0.078 |
0.078 |
0.052 |
0.052 |
7 |
0.000 |
-0.040 |
-0.040 |
-0.020 |
-0.020 |
8 |
0.000 |
0.246 |
0.246 |
0.020 |
0.020 |
9 |
0.000 |
0.297 |
0.297 |
0.024 |
0.024 |
10 |
0.000 |
0.251 |
0.251 |
0.022 |
0.022 |
11 |
0.000 |
0.150 |
0.150 |
0.016 |
0.016 |
12 |
0.000 |
-0.197 |
-0.197 |
0.005 |
0.005 |
Loading Sequence:
2
Date:
2009-06-23
|
Temperature:
80
|
Personnel:
T.S., E.D., E.L. & P.S.
|
Test Load (lbs):
19575
|
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 |
0.011 |
-0.157 |
-0.168 |
0.007 |
-0.004 |
2 |
0.018 |
0.140 |
0.122 |
0.018 |
0.000 |
3 |
0.020 |
0.241 |
0.221 |
0.021 |
0.001 |
4 |
0.023 |
0.291 |
0.268 |
0.025 |
0.002 |
5 |
0.022 |
0.247 |
0.225 |
0.024 |
0.002 |
6 |
0.052 |
0.083 |
0.031 |
0.050 |
-0.002 |
7 |
-0.020 |
-0.051 |
-0.031 |
-0.021 |
-0.001 |
8 |
0.020 |
0.249 |
0.229 |
0.021 |
0.001 |
9 |
0.024 |
0.298 |
0.274 |
0.024 |
0.000 |
10 |
0.022 |
0.250 |
0.228 |
0.021 |
-0.001 |
11 |
0.016 |
0.149 |
0.133 |
0.014 |
-0.002 |
12 |
0.005 |
-0.203 |
-0.208 |
0.001 |
-0.004 |
|
|
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