Structural Shakedown Data Form
Loading Sequence:
1
Date:
1995-02-16
|
Temperature:
70
|
Personnel:
B.L., B.R., S.C., D.F., and N.E.
|
Test Load (lbs):
15000
|
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 |
0.127 |
0.127 |
0.032 |
0.032 |
2 |
0.000 |
0.129 |
0.129 |
0.024 |
0.024 |
3 |
0.000 |
0.135 |
0.135 |
0.021 |
0.021 |
4 |
0.000 |
0.127 |
0.127 |
0.021 |
0.021 |
5 |
0.000 |
0.121 |
0.121 |
0.019 |
0.019 |
6 |
0.000 |
0.069 |
0.069 |
-0.010 |
-0.010 |
7 |
0.000 |
0.074 |
0.074 |
0.012 |
0.012 |
8 |
0.000 |
0.036 |
0.036 |
0.008 |
0.008 |
9 |
0.000 |
0.044 |
0.044 |
-0.001 |
-0.001 |
10 |
0.000 |
0.048 |
0.048 |
0.003 |
0.003 |
11 |
0.000 |
0.038 |
0.038 |
0.004 |
0.004 |
12 |
0.000 |
0.044 |
0.044 |
0.012 |
0.012 |
Loading Sequence:
1
Date:
1995-02-16
|
Temperature:
70
|
Personnel:
B.L., B.R., S.C., D.F., and N.E.
|
Test Load (lbs):
15000
|
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 |
0.032 |
0.126 |
0.094 |
0.032 |
0.000 |
2 |
0.024 |
0.128 |
0.104 |
0.029 |
0.005 |
3 |
0.021 |
0.137 |
0.116 |
0.025 |
0.004 |
4 |
0.021 |
0.130 |
0.109 |
0.025 |
0.004 |
5 |
0.019 |
0.121 |
0.102 |
0.020 |
0.001 |
6 |
-0.010 |
0.070 |
0.080 |
-0.010 |
0.000 |
7 |
0.012 |
0.075 |
0.063 |
0.010 |
-0.002 |
8 |
0.008 |
0.038 |
0.030 |
0.012 |
0.004 |
9 |
-0.001 |
0.046 |
0.047 |
0.001 |
0.002 |
10 |
0.003 |
0.051 |
0.048 |
0.003 |
0.000 |
11 |
0.004 |
0.039 |
0.035 |
0.006 |
0.002 |
12 |
0.012 |
0.045 |
0.033 |
0.012 |
0.000 |
|
|
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