Structural Shakedown Data Form
Loading Sequence:
1
Date:
2001-08-22
|
Temperature:
76
|
Personnel:
S.C., E.D., E.L. & D.L.
|
Test Load (lbs):
17250
|
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 |
-0.038 |
-0.038 |
-0.018 |
-0.018 |
2 |
0.000 |
-0.003 |
-0.003 |
-0.009 |
-0.009 |
3 |
0.000 |
0.004 |
0.004 |
0.000 |
0.000 |
4 |
0.000 |
-0.003 |
-0.003 |
-0.025 |
-0.025 |
5 |
0.000 |
-0.013 |
-0.013 |
-0.027 |
-0.027 |
6 |
0.000 |
0.108 |
0.108 |
0.027 |
0.027 |
7 |
0.000 |
0.163 |
0.163 |
0.090 |
0.090 |
8 |
0.000 |
0.003 |
0.003 |
0.172 |
0.172 |
9 |
0.000 |
0.223 |
0.223 |
0.173 |
0.173 |
10 |
0.000 |
0.215 |
0.215 |
0.164 |
0.164 |
11 |
0.000 |
0.209 |
0.209 |
0.163 |
0.163 |
12 |
0.000 |
0.040 |
0.040 |
0.067 |
0.067 |
Loading Sequence:
1
Date:
2001-08-22
|
Temperature:
76
|
Personnel:
S.C., E.D., E.L. & D.L.
|
Test Load (lbs):
17250
|
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 |
-0.018 |
-0.039 |
-0.021 |
-0.022 |
-0.004 |
2 |
-0.009 |
-0.019 |
-0.010 |
-0.010 |
-0.001 |
3 |
0.000 |
0.002 |
0.002 |
-0.001 |
-0.001 |
4 |
-0.025 |
-0.037 |
-0.012 |
-0.025 |
0.000 |
5 |
-0.027 |
-0.035 |
-0.008 |
-0.027 |
0.000 |
6 |
0.027 |
0.106 |
0.079 |
0.027 |
0.000 |
7 |
0.090 |
0.164 |
0.074 |
0.095 |
0.005 |
8 |
0.174 |
0.111 |
-0.063 |
0.180 |
0.006 |
9 |
0.173 |
0.231 |
0.058 |
0.176 |
0.003 |
10 |
0.164 |
0.223 |
0.059 |
0.169 |
0.005 |
11 |
0.163 |
0.215 |
0.052 |
0.169 |
0.006 |
12 |
0.067 |
0.078 |
0.011 |
0.072 |
0.005 |
|
|
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