Structural Shakedown Data Form
Loading Sequence:
1
Date:
2000-06-06
|
Temperature:
65
|
Personnel:
S.C., J.P., E.D. & E.L.
|
Test Load (lbs):
21750
|
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 |
-0.021 |
-0.021 |
-0.008 |
-0.008 |
2 |
0.000 |
0.197 |
0.197 |
0.005 |
0.005 |
3 |
0.000 |
0.194 |
0.194 |
0.016 |
0.016 |
4 |
0.000 |
0.290 |
0.290 |
0.036 |
0.036 |
5 |
0.000 |
0.069 |
0.069 |
0.013 |
0.013 |
6 |
0.000 |
0.109 |
0.109 |
0.032 |
0.032 |
7 |
0.000 |
0.138 |
0.138 |
0.012 |
0.012 |
8 |
0.000 |
0.054 |
0.054 |
0.015 |
0.015 |
9 |
0.000 |
0.163 |
0.163 |
0.027 |
0.027 |
10 |
0.000 |
0.188 |
0.188 |
0.024 |
0.024 |
11 |
0.000 |
0.195 |
0.195 |
0.024 |
0.024 |
12 |
0.000 |
-0.045 |
-0.045 |
-0.008 |
-0.008 |
Loading Sequence:
1
Date:
2000-06-06
|
Temperature:
65
|
Personnel:
S.C., J.P., E.D. & E.L.
|
Test Load (lbs):
21750
|
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 |
-0.025 |
-0.017 |
-0.008 |
0.000 |
2 |
0.005 |
0.200 |
0.195 |
0.005 |
0.000 |
3 |
0.016 |
0.196 |
0.180 |
0.016 |
0.000 |
4 |
0.036 |
0.301 |
0.265 |
0.036 |
0.000 |
5 |
0.013 |
0.071 |
0.058 |
0.014 |
0.001 |
6 |
0.032 |
0.118 |
0.086 |
0.034 |
0.002 |
7 |
0.012 |
0.144 |
0.132 |
0.016 |
0.004 |
8 |
0.015 |
0.055 |
0.040 |
0.018 |
0.003 |
9 |
0.027 |
0.161 |
0.134 |
0.027 |
0.000 |
10 |
0.024 |
0.186 |
0.162 |
0.025 |
0.001 |
11 |
0.024 |
0.196 |
0.172 |
0.025 |
0.001 |
12 |
-0.008 |
-0.059 |
-0.051 |
-0.009 |
-0.001 |
|
|
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