ELF I (2GCTA52MOP8000027)

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Structural Shakedown Data Form

Loading Sequence: 1

Date: 1992-11-25 Temperature: 68
Personnel: B.R., S.C., & J.W. Test Load (lbs): 11625
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 -0.013 -0.013 0.008 0.008
2 0.000 0.210 0.210 0.091 0.091
3 0.000 0.456 0.456 0.160 0.160
4 0.000 0.454 0.454 0.218 0.218
5 0.000 0.606 0.606 0.284 0.284
6 0.000 0.558 0.558 0.296 0.296
7 0.000 0.542 0.542 0.257 0.257
8 0.000 0.342 0.342 0.176 0.176
9 0.000 0.313 0.313 0.107 0.107
10 0.000 0.132 0.132 0.061 0.061
11 0.000 -0.008 -0.008 0.008 0.008
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Loading Sequence: 1

Date: 1992-11-25 Temperature: 68
Personnel: B.R., S.C., & J.W. Test Load (lbs): 11625
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 0.008 -0.012 -0.020 0.009 0.001
2 0.091 0.232 0.141 0.104 0.013
3 0.160 0.484 0.324 0.174 0.014
4 0.218 0.467 0.249 0.233 0.015
5 0.284 0.599 0.315 0.302 0.018
6 0.296 0.554 0.258 0.302 0.006
7 0.257 0.548 0.291 0.279 0.022
8 0.176 0.396 0.220 0.196 0.020
9 0.107 0.349 0.242 0.122 0.015
10 0.061 0.152 0.091 0.072 0.011
11 0.008 -0.008 -0.016 0.008 0.000
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Loading Sequence: 1

Date: 1992-11-25 Temperature: 68
Personnel: B.R., S.C., & J.W. Test Load (lbs): 11625
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 0.009 -0.006 -0.015 0.009 0.000
2 0.104 0.242 0.138 0.115 0.011
3 0.174 0.484 0.310 0.180 0.006
4 0.233 0.481 0.248 0.245 0.012
5 0.302 0.630 0.328 0.315 0.013
6 0.318 0.591 0.273 0.327 0.009
7 0.279 0.570 0.291 0.292 0.013
8 0.196 0.375 0.179 0.206 0.010
9 0.122 0.343 0.221 0.123 0.001
10 0.072 0.158 0.086 0.080 0.008
11 0.008 -0.005 -0.013 0.009 0.001
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