Structural Shakedown Data Form
Loading Sequence:
1
Date:
1994-07-07
|
Temperature:
90
|
Personnel:
B.L., B.R., D.O., N.E., & D.F.
|
Test Load (lbs):
24750
|
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 |
0.075 |
0.075 |
0.012 |
0.012 |
2 |
0.000 |
0.108 |
0.108 |
0.014 |
0.014 |
3 |
0.000 |
0.159 |
0.159 |
0.016 |
0.016 |
4 |
0.000 |
0.143 |
0.143 |
0.015 |
0.015 |
5 |
0.000 |
0.078 |
0.078 |
0.012 |
0.012 |
6 |
0.000 |
0.034 |
0.034 |
0.013 |
0.013 |
7 |
0.000 |
0.001 |
0.001 |
0.005 |
0.005 |
8 |
0.000 |
0.031 |
0.031 |
0.005 |
0.005 |
9 |
0.000 |
0.121 |
0.121 |
0.009 |
0.009 |
10 |
0.000 |
0.141 |
0.141 |
0.011 |
0.011 |
11 |
0.000 |
0.099 |
0.099 |
0.010 |
0.010 |
12 |
0.000 |
0.064 |
0.064 |
0.009 |
0.009 |
Loading Sequence:
1
Date:
1994-07-07
|
Temperature:
90
|
Personnel:
B.L., B.R., D.O., N.E., & D.F.
|
Test Load (lbs):
24750
|
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 |
0.012 |
0.079 |
0.067 |
0.014 |
0.002 |
2 |
0.014 |
0.109 |
0.095 |
0.014 |
0.000 |
3 |
0.016 |
0.159 |
0.143 |
0.018 |
0.002 |
4 |
0.015 |
0.143 |
0.128 |
0.016 |
0.001 |
5 |
0.012 |
0.079 |
0.067 |
0.014 |
0.002 |
6 |
0.013 |
0.039 |
0.026 |
0.016 |
0.003 |
7 |
0.005 |
0.007 |
0.002 |
0.008 |
0.003 |
8 |
0.005 |
0.031 |
0.026 |
0.005 |
0.000 |
9 |
0.009 |
0.121 |
0.112 |
0.010 |
0.001 |
10 |
0.011 |
0.142 |
0.131 |
0.013 |
0.002 |
11 |
0.010 |
0.100 |
0.090 |
0.011 |
0.001 |
12 |
0.009 |
0.069 |
0.060 |
0.012 |
0.003 |
|
|
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