Cassic 28" Raised Roof

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Structural Shakedown Data Form

Loading Sequence: 1

Date: 1998-06-09 Temperature: 73
Personnel: S.C., E.L., and K.D. Test Load (lbs): 9075
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 -0.014 -0.014 -0.003 -0.003
2 0.000 0.033 0.033 0.000 0.000
3 0.000 0.061 0.061 0.005 0.005
4 0.000 0.059 0.059 0.006 0.006
5 0.000 0.046 0.046 0.009 0.009
6 0.000 0.084 0.084 0.018 0.018
7 0.000 0.530 0.530 0.013 0.013
8 0.000 0.044 0.044 0.010 0.010
9 0.000 0.047 0.047 0.015 0.015
10 0.000 0.042 0.042 0.020 0.020
11 0.000 0.035 0.035 0.025 0.025
12 0.000 0.003 0.003 0.034 0.034

Loading Sequence: 1

Date: 1998-06-09 Temperature: 73
Personnel: S.C., E.L., and K.D. Test Load (lbs): 9075
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 -0.003 -0.015 -0.012 -0.004 -0.001
2 0.000 0.034 0.034 0.001 0.001
3 0.005 0.063 0.058 0.005 0.000
4 0.006 0.061 0.055 0.006 0.000
5 0.009 0.048 0.039 0.010 0.001
6 0.018 0.088 0.070 0.022 0.004
7 0.013 0.062 0.049 0.015 0.002
8 0.010 0.047 0.037 0.011 0.001
9 0.015 0.052 0.037 0.015 0.000
10 0.020 0.049 0.029 0.022 0.002
11 0.025 0.042 0.017 0.026 0.001
12 0.034 0.013 -0.021 0.036 0.002
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