Enhanced Electric

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Structural Shakedown Data Form

Loading Sequence: 1

Date: 2011-05-20 Temperature: 64
Personnel: T.S., E.D., E.L. & P.D. Test Load (lbs): 29325
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 0.090 0.090 0.019 0.019
2 0.000 0.161 0.161 0.012 0.012
3 0.000 0.193 0.193 0.010 0.010
4 0.000 0.116 0.116 0.016 0.016
5 0.000 0.114 0.114 0.011 0.011
6 0.000 0.102 0.102 0.017 0.017
7 0.000 0.110 0.110 0.016 0.016
8 0.000 0.141 0.141 0.013 0.013
9 0.000 0.161 0.161 0.010 0.010
10 0.000 0.128 0.128 0.013 0.013
11 0.000 0.170 0.170 0.006 0.006
12 0.000 0.078 0.078 0.015 0.015

Loading Sequence: 2

Date: 2011-05-20 Temperature: 64
Personnel: T.S., E.D., E.L. & P.D. Test Load (lbs): 29325
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 0.019 0.095 0.076 0.023 0.004
2 0.012 0.169 0.157 0.015 0.003
3 0.010 0.099 0.089 0.012 0.002
4 0.012 0.123 0.111 0.019 0.007
5 0.011 0.119 0.108 0.012 0.001
6 0.017 0.109 0.092 0.020 0.003
7 0.016 0.115 0.099 0.018 0.002
8 0.013 0.136 0.123 0.016 0.003
9 0.010 0.155 0.145 0.015 0.005
10 0.013 0.123 0.110 0.018 0.005
11 0.006 0.168 0.162 0.010 0.004
12 0.015 0.091 0.076 0.020 0.005