X3-45 Commuter

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Structural Shakedown Data Form

Loading Sequence: 1

Date: 2012-06-12 Temperature: 70
Personnel: E.D., E.L., B.L., P.D., S.R., B.G. & J.S. Test Load (lbs): 21750
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 0.009 0.009 -0.002 -0.002
2 0.000 0.085 0.085 0.008 0.008
3 0.000 0.127 0.127 0.004 0.004
4 0.000 0.157 0.157 0.010 0.010
5 0.000 0.139 0.139 0.010 0.010
6 0.000 -0.031 -0.031 -0.009 -0.009
7 0.000 -0.012 -0.012 -0.005 -0.005
8 0.000 0.134 0.134 0.018 0.018
9 0.000 0.352 0.352 0.213 0.213
10 0.000 0.131 0.131 0.012 0.012
11 0.000 0.068 0.068 0.005 0.005
12 0.000 0.009 0.009 0.006 0.006

Loading Sequence: 2

Date: 2012-06-12 Temperature: 72
Personnel: E.D., E.L., B.L., P.D., S.R., B.G. & J.S. Test Load (lbs): 21750
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 -0.002 0.008 0.010 0.001 0.003
2 0.008 0.077 0.069 0.004 -0.004
3 0.004 0.110 0.106 0.000 -0.004
4 0.010 0.139 0.129 0.006 -0.004
5 0.010 0.121 0.111 0.006 -0.004
6 -0.009 -0.026 -0.017 -0.005 0.004
7 0.005 -0.008 -0.013 -0.001 -0.006
8 0.018 0.132 0.114 0.016 -0.002
9 0.213 0.350 0.137 0.211 -0.002
10 0.012 0.130 0.118 0.011 -0.001
11 0.005 0.069 0.064 0.005 0.000
12 0.006 0.014 0.008 0.009 0.003