Structural Shakedown Data Form
Loading Sequence:
1
Date:
2010-01-19
|
Temperature:
60
|
Personnel:
T.S., E.D., E.L., P.D., & J.P.
|
Test Load (lbs):
11
|
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 |
-0.065 |
-0.065 |
-0.001 |
-0.001 |
2 |
0.000 |
0.095 |
0.095 |
0.031 |
0.031 |
3 |
0.000 |
0.150 |
0.150 |
0.031 |
0.031 |
4 |
0.000 |
0.181 |
0.181 |
0.040 |
0.040 |
5 |
0.000 |
0.175 |
0.175 |
0.037 |
0.037 |
6 |
0.000 |
0.162 |
0.162 |
0.010 |
0.010 |
7 |
0.000 |
0.153 |
0.153 |
0.015 |
0.015 |
8 |
0.000 |
0.153 |
0.153 |
0.020 |
0.020 |
9 |
0.000 |
0.152 |
0.152 |
0.018 |
0.018 |
10 |
0.000 |
0.128 |
0.128 |
0.016 |
0.016 |
11 |
0.000 |
0.071 |
0.071 |
0.011 |
0.011 |
12 |
0.000 |
-0.083 |
-0.083 |
-0.006 |
-0.006 |
Loading Sequence:
2
Date:
2010-01-20
|
Temperature:
60
|
Personnel:
T.S., E.D., E.L., & B.L.
|
Test Load (lbs):
11
|
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 |
-0.001 |
0.064 |
0.065 |
-0.001 |
0.000 |
2 |
0.031 |
0.095 |
0.064 |
0.031 |
0.000 |
3 |
0.031 |
0.147 |
0.116 |
0.031 |
0.000 |
4 |
0.040 |
0.175 |
0.135 |
0.039 |
-0.001 |
5 |
0.037 |
0.168 |
0.131 |
0.036 |
-0.001 |
6 |
0.010 |
0.162 |
0.152 |
0.009 |
-0.001 |
7 |
0.015 |
0.156 |
0.141 |
0.014 |
-0.001 |
8 |
0.020 |
0.154 |
0.134 |
0.020 |
0.000 |
9 |
0.018 |
0.151 |
0.133 |
0.017 |
-0.001 |
10 |
0.016 |
0.128 |
0.112 |
0.014 |
-0.002 |
11 |
0.011 |
0.074 |
0.063 |
0.010 |
-0.001 |
12 |
-0.006 |
-0.086 |
-0.080 |
-0.005 |
0.001 |
|
|
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