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Structural Shakedown Data Form

Loading Sequence: 1

Date: 1991-03-05 Temperature: 70
Personnel: S.M. Test Load (lbs):
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 0.041 0.041 0.011 0.011
2 0.000 0.211 0.211 0.030 0.030
3 0.000 0.116 0.116 0.008 0.008
4 0.000 0.323 0.323 0.054 0.054
5 0.000 0.258 0.258 0.039 0.039
6 0.000 0.405 0.405 0.056 0.056
7 0.000 0.286 0.286 0.039 0.039
8 0.000 0.179 0.179 0.021 0.021
9 0.000 0.229 0.229 0.033 0.033
10 0.000 0.063 0.063 0.010 0.010
11 0.000 -0.068 -0.068 -0.003 -0.003
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Loading Sequence: 1

Date: 1991-03-05 Temperature: 70
Personnel: S.M. Test Load (lbs):
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 0.035 0.024 0.015 0.004
2 0.030 0.203 0.173 0.032 0.002
3 0.008 0.113 0.105 0.010 0.002
4 0.054 0.327 0.273 0.058 0.004
5 0.039 0.266 0.227 0.042 0.003
6 0.056 0.411 0.355 0.061 0.005
7 0.039 0.287 0.248 0.043 0.004
8 0.021 0.182 0.161 0.025 0.004
9 0.033 0.220 0.187 0.034 0.001
10 0.010 0.064 0.054 0.011 0.001
11 -0.003 -0.065 -0.062 -0.005 -0.002
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Loading Sequence: 1

Date: 1991-03-05 Temperature: 70
Personnel: S.M. Test Load (lbs):
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 0.015 0.038 0.023 0.014 -0.001
2 0.032 0.214 0.182 0.034 0.002
3 0.010 0.119 0.109 0.011 0.001
4 0.508 0.328 -0.180 0.059 -0.449
5 0.042 0.264 0.222 0.044 0.002
6 0.061 0.411 0.350 0.063 0.002
7 0.043 0.288 0.245 0.044 0.001
8 0.025 0.183 0.158 0.026 0.001
9 0.034 0.221 0.187 0.035 0.001
10 0.011 0.065 0.054 0.012 0.001
11 -0.005 -0.066 -0.061 -0.005 0.000
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