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Structural Shakedown Data Form

Loading Sequence: 1

Date: 2009-12-16 Temperature: 64
Personnel: B.L.,E.D.,E.L.,T.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 -0.215 -0.215 -0.042 -0.042
2 0.000 0.154 0.154 0.019 0.019
3 0.000 0.288 0.288 0.047 0.047
4 0.000 0.371 0.371 0.062 0.062
5 0.000 0.288 0.288 0.000 0.000
6 0.000 0.029 0.029 -0.008 -0.008
7 0.000 0.033 0.033 -0.009 -0.009
8 0.000 0.461 0.461 0.057 0.057
9 0.000 0.363 0.363 0.057 0.057
10 0.000 0.381 0.381 0.041 0.041
11 0.000 0.153 0.153 0.023 0.023
12 0.000 -0.214 -0.214 -0.034 -0.034

Loading Sequence: 2

Date: 2009-12-17 Temperature: 64
Personnel: T.S.,E.L.,E.D. & P.D. 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 -0.042 -0.218 -0.176 -0.046 -0.004
2 0.019 0.150 0.131 0.015 -0.004
3 0.047 0.284 0.237 0.044 -0.003
4 0.062 0.371 0.309 0.062 0.000
5 0.000 0.287 0.287 0.000 0.000
6 -0.008 0.029 0.037 -0.012 -0.004
7 -0.009 0.037 0.046 -0.011 -0.002
8 0.057 0.466 0.409 0.062 0.005
9 0.057 0.365 0.308 0.061 0.004
10 0.041 0.382 0.341 0.045 0.004
11 0.023 0.251 0.228 0.027 0.004
12 -0.034 -0.221 -0.187 -0.037 -0.003
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