Structural Shakedown Data Form
Loading Sequence:
1
Date:
1995-01-30
|
Temperature:
70
|
Personnel:
B.L., B.R., S.C., J.P., G.F., and N.E.
|
Test Load (lbs):
29250
|
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 |
0.078 |
0.078 |
0.021 |
0.021 |
2 |
0.000 |
0.115 |
0.115 |
0.032 |
0.032 |
3 |
0.000 |
0.224 |
0.224 |
0.041 |
0.041 |
4 |
0.000 |
0.263 |
0.263 |
0.061 |
0.061 |
5 |
0.000 |
0.241 |
0.241 |
0.054 |
0.054 |
6 |
0.000 |
0.156 |
0.156 |
0.066 |
0.066 |
7 |
0.000 |
0.056 |
0.056 |
0.015 |
0.015 |
8 |
0.000 |
0.125 |
0.125 |
0.010 |
0.010 |
9 |
0.000 |
0.178 |
0.178 |
0.015 |
0.015 |
10 |
0.000 |
0.140 |
0.140 |
0.006 |
0.006 |
11 |
0.000 |
0.084 |
0.084 |
0.005 |
0.005 |
12 |
0.000 |
0.032 |
0.032 |
0.004 |
0.004 |
Loading Sequence:
1
Date:
1995-01-30
|
Temperature:
70
|
Personnel:
B.L., B.R., S.C., J.P., G.F., and N.E.
|
Test Load (lbs):
29250
|
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 |
0.021 |
0.080 |
0.059 |
0.023 |
0.002 |
2 |
0.032 |
0.157 |
0.125 |
0.034 |
0.002 |
3 |
0.041 |
0.231 |
0.190 |
0.043 |
0.002 |
4 |
0.061 |
0.273 |
0.212 |
0.062 |
0.001 |
5 |
0.054 |
0.250 |
0.196 |
0.057 |
0.003 |
6 |
0.066 |
0.167 |
0.101 |
0.070 |
0.004 |
7 |
0.015 |
0.056 |
0.041 |
0.018 |
0.003 |
8 |
0.010 |
0.124 |
0.114 |
0.010 |
0.000 |
9 |
0.015 |
0.085 |
0.070 |
0.016 |
0.001 |
10 |
0.006 |
0.143 |
0.137 |
0.006 |
0.000 |
11 |
0.005 |
0.085 |
0.080 |
0.006 |
0.001 |
12 |
0.004 |
0.032 |
0.028 |
0.005 |
0.001 |
|
|
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