139_HWKTTE 4004c - 35000 30000 25000 20000 15000 y =...

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129 y = 3.6966x R 2 = 0.6617 0 5000 10000 15000 20000 25000 30000 35000 0 5000 10000 15000 20000 25000 30000 35000 Davisson Capacity (kN) Figure F-1. Davisson Capacity vs. ENR EOD Capacity 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 Davisson Capacity (kN) Cases=77 Mean=0.30 Standard Dev.=0.16 Figure F-2. Measured Over Predicted Capacity for ENR Method at EOD
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130 Table F-1. φ Values Evaluated for ENR – Overall (EOD) 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 2.5 3.03 3.57 9 0.52 0.130 0.097 0.073 0.054 15 1.00 0.125 0.093 0.070 0.052 18 1.06 0.124 0.093 0.069 0.052 27 1.58 0.121 0.090 0.067 0.050 36 2.12 0.119 0.088 0.066 0.049 45 2.64 0.117 0.087 0.065 0.049 50 3.00 0.116 0.087 0.065 0.048 60 3.53 0.115 0.086 0.064 0.048 Table F-2. ASD Design Safety Factor Values Evaluated for ENR – Overall (EOD) Span length Failure Probability p
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139_HWKTTE 4004c - 35000 30000 25000 20000 15000 y =...

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