Low Floor

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Structural Shakedown Data Form

Loading Sequence: 2

Date: 2011-06-14 Temperature: 69
Personnel: T.S., E.L., E.D., J.P., B.L. & S.C. Test Load (lbs): 16575
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 0.023 0.008 0.010 -0.005
2 0.009 0.031 0.022 0.008 -0.001
3 0.010 0.037 0.027 0.009 -0.001
4 0.012 0.051 0.039 0.011 -0.001
5 0.011 0.045 0.034 0.010 -0.001
6 -0.003 0.027 0.030 0.000 0.003
7 -0.002 0.034 0.036 0.002 0.004
8 0.010 0.056 0.046 0.013 0.003
9 0.102 0.151 0.049 0.106 0.004
10 0.005 0.047 0.042 0.009 0.004
11 0.004 0.040 0.036 0.005 0.001
12 0.015 0.023 0.008 0.010 -0.005

Loading Sequence: 1

Date: 2011-06-14 Temperature: 65
Personnel: T.S., E.L., E.D., J.P. & B.L. Test Load (lbs): 16575
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 0.023 0.023 0.015 0.015
2 0.000 0.030 0.030 0.009 0.009
3 0.000 0.036 0.036 0.010 0.010
4 0.000 0.052 0.052 0.012 0.012
5 0.000 0.045 0.045 0.011 0.011
6 0.000 0.030 0.030 -0.003 -0.003
7 0.000 0.035 0.035 -0.002 -0.002
8 0.000 0.053 0.053 0.010 0.010
9 0.000 0.150 0.150 0.102 0.102
10 0.000 0.044 0.044 0.005 0.005
11 0.000 0.039 0.039 0.004 0.004
12 0.000 0.021 0.021 0.015 0.015