Structural Shakedown Data Form
Loading Sequence:
1
Date:
2011-05-20
|
Temperature:
64
|
Personnel:
T.S., E.D., E.L. & P.D.
|
Test Load (lbs):
29325
|
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 |
0.090 |
0.090 |
0.019 |
0.019 |
2 |
0.000 |
0.161 |
0.161 |
0.012 |
0.012 |
3 |
0.000 |
0.193 |
0.193 |
0.010 |
0.010 |
4 |
0.000 |
0.116 |
0.116 |
0.016 |
0.016 |
5 |
0.000 |
0.114 |
0.114 |
0.011 |
0.011 |
6 |
0.000 |
0.102 |
0.102 |
0.017 |
0.017 |
7 |
0.000 |
0.110 |
0.110 |
0.016 |
0.016 |
8 |
0.000 |
0.141 |
0.141 |
0.013 |
0.013 |
9 |
0.000 |
0.161 |
0.161 |
0.010 |
0.010 |
10 |
0.000 |
0.128 |
0.128 |
0.013 |
0.013 |
11 |
0.000 |
0.170 |
0.170 |
0.006 |
0.006 |
12 |
0.000 |
0.078 |
0.078 |
0.015 |
0.015 |
Loading Sequence:
2
Date:
2011-05-20
|
Temperature:
64
|
Personnel:
T.S., E.D., E.L. & P.D.
|
Test Load (lbs):
29325
|
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 |
0.019 |
0.095 |
0.076 |
0.023 |
0.004 |
2 |
0.012 |
0.169 |
0.157 |
0.015 |
0.003 |
3 |
0.010 |
0.099 |
0.089 |
0.012 |
0.002 |
4 |
0.012 |
0.123 |
0.111 |
0.019 |
0.007 |
5 |
0.011 |
0.119 |
0.108 |
0.012 |
0.001 |
6 |
0.017 |
0.109 |
0.092 |
0.020 |
0.003 |
7 |
0.016 |
0.115 |
0.099 |
0.018 |
0.002 |
8 |
0.013 |
0.136 |
0.123 |
0.016 |
0.003 |
9 |
0.010 |
0.155 |
0.145 |
0.015 |
0.005 |
10 |
0.013 |
0.123 |
0.110 |
0.018 |
0.005 |
11 |
0.006 |
0.168 |
0.162 |
0.010 |
0.004 |
12 |
0.015 |
0.091 |
0.076 |
0.020 |
0.005 |
|
|
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