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Structural Shakedown Data Form

Loading Sequence: 1

Date: 2009-06-22 Temperature: 75
Personnel: E.D., E.L., P.S. & K.D. Test Load (lbs): 19575
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 -0.157 -0.157 0.011 0.011
2 0.000 0.135 0.135 0.018 0.018
3 0.000 0.234 0.234 0.020 0.020
4 0.000 0.282 0.282 0.023 0.023
5 0.000 0.239 0.239 0.022 0.022
6 0.000 0.078 0.078 0.052 0.052
7 0.000 -0.040 -0.040 -0.020 -0.020
8 0.000 0.246 0.246 0.020 0.020
9 0.000 0.297 0.297 0.024 0.024
10 0.000 0.251 0.251 0.022 0.022
11 0.000 0.150 0.150 0.016 0.016
12 0.000 -0.197 -0.197 0.005 0.005

Loading Sequence: 2

Date: 2009-06-23 Temperature: 80
Personnel: T.S., E.D., E.L. & P.S. Test Load (lbs): 19575
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 0.011 -0.157 -0.168 0.007 -0.004
2 0.018 0.140 0.122 0.018 0.000
3 0.020 0.241 0.221 0.021 0.001
4 0.023 0.291 0.268 0.025 0.002
5 0.022 0.247 0.225 0.024 0.002
6 0.052 0.083 0.031 0.050 -0.002
7 -0.020 -0.051 -0.031 -0.021 -0.001
8 0.020 0.249 0.229 0.021 0.001
9 0.024 0.298 0.274 0.024 0.000
10 0.022 0.250 0.228 0.021 -0.001
11 0.016 0.149 0.133 0.014 -0.002
12 0.005 -0.203 -0.208 0.001 -0.004
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