Structural Shakedown Data Form
Loading Sequence:
1
Date:
2014-06-30
|
Temperature:
75
|
Personnel:
T.S.,S.R.,T.G. & P.D.
|
Test Load (lbs):
25575
|
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 |
0.038 |
0.038 |
0.004 |
0.004 |
2 |
0.000 |
0.079 |
0.079 |
0.009 |
0.009 |
3 |
0.000 |
0.123 |
0.123 |
0.013 |
0.013 |
4 |
0.000 |
0.151 |
0.151 |
0.015 |
0.015 |
5 |
0.000 |
0.115 |
0.115 |
0.012 |
0.012 |
6 |
0.000 |
0.125 |
0.125 |
0.027 |
0.027 |
7 |
0.000 |
0.144 |
0.144 |
0.024 |
0.024 |
8 |
0.000 |
0.209 |
0.209 |
0.019 |
0.019 |
9 |
0.000 |
0.229 |
0.229 |
0.022 |
0.022 |
10 |
0.000 |
0.231 |
0.231 |
0.024 |
0.024 |
11 |
0.000 |
0.198 |
0.198 |
0.021 |
0.021 |
12 |
0.000 |
0.109 |
0.109 |
0.018 |
0.018 |
Loading Sequence:
2
Date:
2014-07-01
|
Temperature:
77
|
Personnel:
T.G.,S.R.,P.D.,T.S.,E.D.,R.S. & M.H.
|
Test Load (lbs):
25575
|
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 |
0.032 |
0.028 |
0.006 |
0.002 |
2 |
0.009 |
0.084 |
0.075 |
0.012 |
0.003 |
3 |
0.013 |
0.126 |
0.113 |
0.017 |
0.004 |
4 |
0.015 |
0.145 |
0.130 |
0.019 |
0.004 |
5 |
0.012 |
0.102 |
0.090 |
0.014 |
0.002 |
6 |
0.027 |
0.130 |
0.103 |
0.029 |
0.002 |
7 |
0.024 |
0.150 |
0.126 |
0.026 |
0.002 |
8 |
0.019 |
0.181 |
0.162 |
0.021 |
0.002 |
9 |
0.022 |
0.217 |
0.195 |
0.026 |
0.004 |
10 |
0.024 |
0.226 |
0.202 |
0.029 |
0.005 |
11 |
0.021 |
0.194 |
0.173 |
0.026 |
0.005 |
12 |
0.018 |
0.097 |
0.079 |
0.017 |
-0.001 |
|
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