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Structural Shakedown Data Form

Loading Sequence: 1

Date: 1992-06-04 Temperature: 72
Personnel: B.L., B.R. & C.G. 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 0.152 0.152 0.066 0.066
2 0.000 0.209 0.209 0.063 0.063
3 0.000 0.271 0.271 0.071 0.071
4 0.000 0.324 0.324 0.055 0.055
5 0.000 0.051 0.051 0.005 0.005
6 0.000 0.026 0.026 -0.006 -0.006
7 0.000 0.329 0.329 0.033 0.033
8 0.000 0.361 0.361 0.040 0.040
9 0.000 0.190 0.190 0.035 0.035
10 0.000 0.420 0.420 0.074 0.074
11 0.000 0.318 0.318 0.044 0.044
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Loading Sequence: 1

Date: 1992-06-04 Temperature: 72
Personnel: B.L., B.R. & C.G. 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 0.066 0.154 0.088 0.068 0.002
2 0.063 0.208 0.145 0.065 0.002
3 0.071 0.369 0.298 0.073 0.002
4 0.055 0.321 0.266 0.059 0.004
5 0.005 0.045 0.040 0.002 -0.003
6 -0.006 0.024 0.030 -0.008 -0.002
7 0.033 0.335 0.302 0.040 0.007
8 0.040 0.370 0.330 0.048 0.008
9 0.035 0.193 0.158 0.040 0.005
10 0.074 0.421 0.347 0.072 -0.002
11 0.044 0.319 0.275 0.051 0.007
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Loading Sequence: 1

Date: 1992-06-04 Temperature: 72
Personnel: B.L., B.R. & C.G. 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 0.068 0.155 0.087 0.073 0.005
2 0.065 0.217 0.152 0.068 0.003
3 0.073 0.411 0.338 0.076 0.003
4 0.059 0.340 0.281 0.061 0.002
5 0.002 0.056 0.054 0.004 0.002
6 -0.008 0.023 0.031 -0.007 0.001
7 0.040 0.343 0.303 0.042 0.002
8 0.048 0.369 0.321 0.049 0.001
9 0.040 0.187 0.147 0.039 -0.001
10 0.072 0.400 0.328 0.073 0.001
11 0.051 0.331 0.280 0.050 -0.001
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