143_HWKTTE 4004c - 133 45000 40000 35000 30000 25000 20000...

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133 y = 4.8143x R 2 = 0.2881 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 Davisson Capacity (kN) Figure F-3. Davisson Capacity vs. ENR BOR Capacity 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 0.0 1000.0 2000.0 3000.0 4000.0 5000.0 6000.0 7000.0 8000.0 Davisson Capacity (kN) Cases=71 Mean=0.24 Standard Dev.=0.16 Figure F-4. Measured Over Predicted Capacity for ENR Method at BOR
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134 Table F-10. φ Values Evaluated for ENR – Overall (BOR) Span length Failure Probability p f / Reliability Index β Τ (m) Q D /Q L 2.50E-02 6.22E-03 1.22E-03 1.79E-04 1.96 2.50 3.03 3.57 9 0.52 0.077 0.054 0.038 0.027 15 1.00 0.074 0.052 0.037 0.026 18 1.06 0.074 0.052 0.037 0.026 27 1.58 0.072 0.050 0.036 0.025 36 2.12 0.071 0.050 0.035 0.025 45 2.64 0.070 0.049 0.035 0.024 50 3.00 0.069 0.049 0.034 0.024 60 3.53 0.068 0.048 0.034 0.024 Table F-11. ASD Design Safety Factor Values Evaluated for ENR – Overall (BOR) Span length Failure Probability p
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This note was uploaded on 10/19/2011 for the course TTE 4004c taught by Professor Hass during the Spring '11 term at University of Florida.

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143_HWKTTE 4004c - 133 45000 40000 35000 30000 25000 20000...

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