Structural Shakedown Data Form
Loading Sequence:
1
Date:
2000-11-08
|
Temperature:
66
|
Personnel:
S.C., E.D., E.L. & S.R.
|
Test Load (lbs):
24375
|
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 |
0.140 |
0.140 |
0.034 |
0.034 |
2 |
0.000 |
0.082 |
0.082 |
0.019 |
0.019 |
3 |
0.000 |
0.133 |
0.133 |
0.019 |
0.019 |
4 |
0.000 |
0.179 |
0.179 |
0.026 |
0.026 |
5 |
0.000 |
0.138 |
0.138 |
0.021 |
0.021 |
6 |
0.000 |
0.040 |
0.040 |
0.004 |
0.004 |
7 |
0.000 |
0.022 |
0.022 |
-0.004 |
-0.004 |
8 |
0.000 |
0.124 |
0.124 |
0.016 |
0.016 |
9 |
0.000 |
0.162 |
0.162 |
0.033 |
0.033 |
10 |
0.000 |
0.128 |
0.128 |
0.018 |
0.018 |
11 |
0.000 |
0.068 |
0.068 |
0.013 |
0.013 |
12 |
0.000 |
0.095 |
0.095 |
0.025 |
0.025 |
Loading Sequence:
1
Date:
2000-11-08
|
Temperature:
66
|
Personnel:
S.C., E.D., E.L. & S.R.
|
Test Load (lbs):
24375
|
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 |
0.034 |
0.144 |
0.110 |
0.035 |
0.001 |
2 |
0.019 |
0.086 |
0.067 |
0.024 |
0.005 |
3 |
0.019 |
0.136 |
0.117 |
0.023 |
0.004 |
4 |
0.026 |
0.168 |
0.142 |
0.030 |
0.004 |
5 |
0.021 |
0.145 |
0.124 |
0.025 |
0.004 |
6 |
0.004 |
0.041 |
0.037 |
0.005 |
0.001 |
7 |
-0.004 |
0.020 |
0.024 |
-0.004 |
0.000 |
8 |
0.016 |
0.126 |
0.110 |
0.020 |
0.004 |
9 |
0.033 |
0.182 |
0.149 |
0.035 |
0.002 |
10 |
0.018 |
0.130 |
0.112 |
0.021 |
0.003 |
11 |
0.013 |
0.068 |
0.055 |
0.016 |
0.003 |
12 |
0.025 |
0.095 |
0.070 |
0.028 |
0.003 |
|
|
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