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Structural Shakedown Data Form

Loading Sequence: 1

Date: 1990-08-27 Temperature: 81
Personnel: S.M. & K.D. 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 0.040 0.040 0.011 0.011
2 0.000 0.041 0.041 0.015 0.015
3 0.000 0.092 0.092 0.013 0.013
4 0.000 0.162 0.162 0.012 0.012
5 0.000 0.086 0.086 0.011 0.011
6 0.000 0.100 0.100 0.014 0.014
7 0.000 0.114 0.114 0.015 0.015
8 0.000 0.125 0.125 0.013 0.013
9 0.000 0.096 0.096 0.013 0.013
10 0.000 0.066 0.066 0.010 0.010
11 0.000 0.019 0.019 0.011 0.011
12 0.000 0.005 0.005 0.013 0.013

Loading Sequence: 1

Date: 1990-08-27 Temperature: 81
Personnel: S.M. & K.D. 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 0.074 0.063 0.016 0.005
2 0.015 0.086 0.071 0.024 0.009
3 0.013 0.121 0.108 0.018 0.005
4 0.012 0.172 0.160 0.009 -0.003
5 0.011 0.112 0.101 0.015 0.004
6 0.014 0.106 0.092 0.015 0.001
7 0.015 0.154 0.139 0.017 0.002
8 0.013 0.155 0.142 0.019 0.006
9 0.013 0.100 0.087 0.014 0.001
10 0.010 0.079 0.069 0.014 0.004
11 0.011 0.034 0.023 0.020 0.009
12 0.013 0.027 0.014 0.023 0.010

Loading Sequence: 1

Date: 1990-08-27 Temperature: 81
Personnel: S.M. & K.D. 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 0.016 0.013 -0.003 0.012 -0.004
2 0.024 0.131 0.107 0.030 0.006
3 0.018 0.163 0.145 0.024 0.006
4 0.009 0.204 0.195 0.015 0.006
5 0.015 0.142 0.127 0.021 0.006
6 0.015 0.117 0.102 0.019 0.004
7 0.017 0.192 0.176 0.020 0.003
8 0.019 0.203 0.184 0.031 0.012
9 0.014 0.117 0.103 0.020 0.006
10 0.014 0.093 0.079 0.025 0.011
11 0.020 0.065 0.045 0.025 0.005
12 0.023 0.065 0.042 0.031 0.008
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