Startrans E-Lo Low Floor

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Structural Shakedown Data Form

Loading Sequence: 1

Date: 2010-01-21 Temperature: 60
Personnel: T.S., E.D., E.L., & B.L. Test Load (lbs): 12300
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 -0.116 -0.116 0.013 0.013
2 0.000 0.098 0.098 0.012 0.012
3 0.000 0.210 0.210 0.018 0.018
4 0.000 0.287 0.287 0.024 0.024
5 0.000 0.238 0.238 0.025 0.025
6 0.000 0.098 0.098 0.031 0.031
7 0.000 0.014 0.014 -0.015 -0.015
8 0.000 0.282 0.282 0.036 0.036
9 0.000 0.294 0.294 0.031 0.031
10 0.000 0.212 0.212 0.022 0.022
11 0.000 0.099 0.099 0.003 0.003
12 0.000 -0.135 -0.135 0.000 0.000

Loading Sequence: 2

Date: 2010-01-26 Temperature: 60
Personnel: T.S., E.D., E.L., & B.L. Test Load (lbs): 12300
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 0.013 -0.117 -0.130 0.019 0.006
2 0.012 0.095 0.083 0.018 0.006
3 0.018 0.111 0.093 0.020 0.002
4 0.024 0.298 0.274 0.029 0.005
5 0.025 0.250 0.225 0.028 0.003
6 0.031 0.073 0.042 0.036 0.005
7 -0.015 -0.003 0.012 0.017 0.032
8 0.036 0.307 0.271 0.042 0.006
9 0.031 0.321 0.290 0.036 0.005
10 0.022 0.230 0.208 0.028 0.006
11 0.009 0.107 0.098 0.012 0.003
12 0.000 -0.130 -0.130 -0.005 -0.005