Structural Shakedown Data Form
Loading Sequence:
1
Date:
2000-06-19
|
Temperature:
70
|
Personnel:
K.D., E.L., E.D. & S.C.
|
Test Load (lbs):
19875
|
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 |
0.018 |
0.018 |
0.027 |
0.027 |
2 |
0.000 |
0.041 |
0.041 |
0.003 |
0.003 |
3 |
0.000 |
0.102 |
0.102 |
0.001 |
0.001 |
4 |
0.000 |
0.109 |
0.109 |
0.003 |
0.003 |
5 |
0.000 |
0.073 |
0.073 |
0.000 |
0.000 |
6 |
0.000 |
0.377 |
0.377 |
0.033 |
0.033 |
7 |
0.000 |
0.298 |
0.298 |
0.027 |
0.027 |
8 |
0.000 |
0.051 |
0.051 |
0.000 |
0.000 |
9 |
0.000 |
0.087 |
0.087 |
0.000 |
0.000 |
10 |
0.000 |
0.080 |
0.080 |
0.002 |
0.002 |
11 |
0.000 |
0.034 |
0.034 |
0.004 |
0.004 |
12 |
0.000 |
-0.042 |
-0.042 |
0.017 |
0.017 |
Loading Sequence:
1
Date:
2000-06-19
|
Temperature:
70
|
Personnel:
K.D., E.L., E.D. & S.C.
|
Test Load (lbs):
19875
|
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 |
0.027 |
0.028 |
0.001 |
0.028 |
0.001 |
2 |
0.003 |
0.043 |
0.040 |
0.003 |
0.000 |
3 |
0.001 |
0.103 |
0.102 |
0.002 |
0.001 |
4 |
0.003 |
0.108 |
0.105 |
0.004 |
0.001 |
5 |
0.000 |
0.072 |
0.072 |
0.002 |
0.002 |
6 |
0.033 |
0.363 |
0.330 |
0.036 |
0.003 |
7 |
0.027 |
0.286 |
0.259 |
0.027 |
0.000 |
8 |
0.000 |
0.053 |
0.053 |
0.000 |
0.000 |
9 |
0.000 |
0.090 |
0.090 |
0.002 |
0.002 |
10 |
0.002 |
0.084 |
0.082 |
0.002 |
0.000 |
11 |
0.004 |
0.039 |
0.035 |
0.005 |
0.001 |
12 |
0.017 |
-0.054 |
-0.071 |
0.020 |
0.003 |
|
|
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