Structural Shakedown Data Form
Loading Sequence:
1
Date:
2005-07-28
|
Temperature:
76
|
Personnel:
T.S. , D.L., E.L., R.C., C.S., &S.C.
|
Test Load (lbs):
19500
|
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 |
-0.229 |
-0.229 |
-0.008 |
-0.008 |
2 |
0.000 |
0.141 |
0.141 |
0.025 |
0.025 |
3 |
0.000 |
0.171 |
0.171 |
0.041 |
0.041 |
4 |
0.000 |
0.293 |
0.293 |
0.035 |
0.035 |
5 |
0.000 |
0.218 |
0.218 |
0.030 |
0.030 |
6 |
0.000 |
0.437 |
0.437 |
0.055 |
0.055 |
7 |
0.000 |
0.444 |
0.444 |
0.045 |
0.045 |
8 |
0.000 |
0.182 |
0.182 |
0.018 |
0.018 |
9 |
0.000 |
0.246 |
0.246 |
0.021 |
0.021 |
10 |
0.000 |
0.244 |
0.244 |
0.018 |
0.018 |
11 |
0.000 |
0.149 |
0.149 |
0.013 |
0.013 |
12 |
0.000 |
-0.206 |
-0.206 |
-0.010 |
-0.010 |
Loading Sequence:
1
Date:
2005-07-28
|
Temperature:
76
|
Personnel:
T.S. , D.L., E.L., R.C., C.S., &S.C.
|
Test Load (lbs):
19500
|
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 |
-0.008 |
-0.203 |
-0.195 |
-0.003 |
0.005 |
2 |
0.025 |
0.128 |
0.103 |
0.027 |
0.002 |
3 |
0.041 |
0.249 |
0.208 |
0.042 |
0.001 |
4 |
0.035 |
0.275 |
0.240 |
0.036 |
0.001 |
5 |
0.030 |
0.211 |
0.181 |
0.031 |
0.001 |
6 |
0.055 |
0.432 |
0.377 |
0.057 |
0.002 |
7 |
0.045 |
0.435 |
0.390 |
0.050 |
0.005 |
8 |
0.018 |
0.188 |
0.170 |
0.020 |
0.002 |
9 |
0.021 |
0.248 |
0.227 |
0.024 |
0.003 |
10 |
0.018 |
0.242 |
0.224 |
0.018 |
0.000 |
11 |
0.013 |
0.146 |
0.133 |
0.015 |
0.002 |
12 |
-0.010 |
-0.201 |
-0.191 |
-0.011 |
-0.001 |
|
|
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