BE40

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Structural Shakedown Data Form

Loading Sequence: 1

Date: 2014-06-17 Temperature: 78
Personnel: E.D., T.S., E.L., J.P., P.D. & T.G. Test Load (lbs): 28
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 0.001 0.001 0.007 0.007
2 0.000 0.029 0.029 0.009 0.009
3 0.000 0.076 0.076 0.018 0.018
4 0.000 0.090 0.090 0.021 0.021
5 0.000 0.084 0.084 0.025 0.025
6 0.000 0.253 0.253 0.062 0.062
7 0.000 0.238 0.238 0.055 0.055
8 0.000 0.095 0.095 0.010 0.010
9 0.000 0.126 0.126 0.014 0.014
10 0.000 0.089 0.089 0.011 0.011
11 0.000 0.045 0.045 0.006 0.006
12 0.000 -0.005 -0.005 0.007 0.007

Loading Sequence: 2

Date: 2014-06-18 Temperature: 81
Personnel: T.S., S.R. & E.D. Test Load (lbs): 28
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 0.007 0.003 -0.004 0.006 -0.001
2 0.009 0.030 0.021 0.009 0.000
3 0.018 0.079 0.061 0.018 0.000
4 0.021 0.094 0.073 0.022 0.001
5 0.025 0.085 0.060 0.027 0.002
6 0.062 0.252 0.190 0.059 -0.003
7 0.055 0.240 0.185 0.052 -0.003
8 0.010 0.091 0.081 0.012 0.002
9 0.014 0.124 0.110 0.014 0.000
10 0.011 0.090 0.079 0.013 0.002
11 0.006 0.046 0.040 0.007 0.001
12 0.007 -0.002 -0.009 0.005 -0.002