Structural Shakedown Data Form
Loading Sequence:
1
Date:
1993-12-16
|
Temperature:
70
|
Personnel:
B.L., & S.C.
|
Test Load (lbs):
3075
|
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 |
-0.020 |
-0.020 |
0.006 |
0.006 |
2 |
0.000 |
0.001 |
0.001 |
0.002 |
0.002 |
3 |
0.000 |
0.025 |
0.025 |
0.004 |
0.004 |
4 |
0.000 |
0.025 |
0.025 |
0.007 |
0.007 |
5 |
0.000 |
0.062 |
0.062 |
0.023 |
0.023 |
6 |
0.000 |
0.134 |
0.134 |
0.040 |
0.040 |
7 |
0.000 |
0.128 |
0.128 |
0.031 |
0.031 |
8 |
0.000 |
0.109 |
0.109 |
0.019 |
0.019 |
9 |
0.000 |
0.042 |
0.042 |
0.008 |
0.008 |
10 |
0.000 |
0.016 |
0.016 |
0.001 |
0.001 |
11 |
0.000 |
0.091 |
0.091 |
0.010 |
0.010 |
12 |
0.000 |
0.118 |
0.118 |
0.019 |
0.019 |
Loading Sequence:
1
Date:
1993-12-16
|
Temperature:
70
|
Personnel:
B.L., & S.C.
|
Test Load (lbs):
3075
|
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 |
0.006 |
-0.020 |
-0.026 |
0.006 |
0.000 |
2 |
0.002 |
0.000 |
-0.002 |
0.001 |
-0.001 |
3 |
0.004 |
0.026 |
0.022 |
0.004 |
0.000 |
4 |
0.007 |
0.026 |
0.019 |
0.008 |
0.001 |
5 |
0.023 |
0.064 |
0.041 |
0.023 |
0.000 |
6 |
0.040 |
0.139 |
0.099 |
0.042 |
0.002 |
7 |
0.031 |
0.129 |
0.098 |
0.030 |
-0.001 |
8 |
0.019 |
0.108 |
0.089 |
0.019 |
0.000 |
9 |
0.008 |
0.042 |
0.034 |
0.008 |
0.000 |
10 |
0.001 |
0.016 |
0.015 |
0.000 |
-0.001 |
11 |
0.010 |
0.092 |
0.082 |
0.010 |
0.000 |
12 |
0.019 |
0.118 |
0.099 |
0.018 |
-0.001 |
|
|
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