Structural Shakedown Data Form
Loading Sequence:
1
Date:
2003-03-31
|
Temperature:
65
|
Personnel:
T.S., E.L. and E.D., and B.T.
|
Test Load (lbs):
18750
|
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 |
0.133 |
0.133 |
0.032 |
0.032 |
2 |
0.000 |
0.037 |
0.037 |
0.007 |
0.007 |
3 |
0.000 |
0.040 |
0.040 |
0.004 |
0.004 |
4 |
0.000 |
0.031 |
0.031 |
-0.003 |
-0.003 |
5 |
0.000 |
0.023 |
0.023 |
0.003 |
0.003 |
6 |
0.000 |
0.178 |
0.178 |
0.037 |
0.037 |
7 |
0.000 |
0.134 |
0.134 |
0.033 |
0.033 |
8 |
0.000 |
0.006 |
0.006 |
-0.003 |
-0.003 |
9 |
0.000 |
0.114 |
0.114 |
-0.005 |
-0.005 |
10 |
0.000 |
0.118 |
0.118 |
-0.001 |
-0.001 |
11 |
0.000 |
0.114 |
0.114 |
0.000 |
0.000 |
12 |
0.000 |
0.083 |
0.083 |
0.024 |
0.024 |
Loading Sequence:
1
Date:
2003-03-31
|
Temperature:
65
|
Personnel:
T.S., E.L. and E.D., and B.T.
|
Test Load (lbs):
18750
|
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 |
0.140 |
0.108 |
0.038 |
0.006 |
2 |
0.007 |
0.038 |
0.031 |
0.008 |
0.001 |
3 |
0.004 |
0.041 |
0.037 |
0.005 |
0.001 |
4 |
-0.003 |
0.028 |
0.031 |
-0.006 |
-0.003 |
5 |
0.003 |
0.024 |
0.021 |
0.003 |
0.000 |
6 |
0.037 |
0.191 |
0.154 |
0.002 |
-0.035 |
7 |
0.033 |
0.150 |
0.117 |
0.035 |
0.002 |
8 |
-0.003 |
0.006 |
0.009 |
-0.002 |
0.001 |
9 |
-0.005 |
0.013 |
0.018 |
-0.003 |
0.002 |
10 |
-0.001 |
0.024 |
0.025 |
-0.001 |
0.000 |
11 |
0.000 |
0.014 |
0.014 |
0.001 |
0.001 |
12 |
0.024 |
0.093 |
0.069 |
0.030 |
0.006 |
|
|
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