H江泄水闸设计计算说明书
柔度系数计算表
tEo1.152078
El240026000000h16.15l/h1.510.76667 均布荷载计算表
q=40.08477ξ0(跨中)ξl0系数10.32m=0.01ql1076.8660.10.20.30.40.50.60.70.80.91.6153.234.8456.468.0759.6911.30512.9214.53510.19.78.97.96.65.23.620.61055.9561014.136930.4959825.9458690.0307543.6605376.3804209.100262.73006116.1500
集中荷载1计算表
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H江泄水闸设计计算说明书
N2=522ξξl系数m=0.01Nl-1-16.1500-0.9-14.535184.303-0.8-12.922168.606-0.7-11.3054337.212-0.6-0.5-0.4-0.3-0.2-0.10(跨中)-9.69-8.075-6.46-4.845-3.23-1.6150691216202429505.818758.7271011.6361348.8481686.062023.2722444.787ξξl0系数29m=0.01Nl2444.787N2=5220(跨中)0.11.615242023.2720.20.30.40.50.60.70.83.234.8456.468.0759.6911.30512.9220161296421686.061348.8481011.636758.727505.818337.212168.6060.914.535184.303116.1500 集中荷载2计算表
N1=1044ξξl系数m=0.01Nl-1-16.1500-0.9-0.8-0.7-14.535-12.92-11.3050-2-30-337.212-505.818-0.6-0.5-0.4-0.3-0.2-0.10(跨中)-9.69-8.075-6.46-4.845-3.23-1.6150-5-8-10-12-14-16-18-843.03-1348.85-1686.06-2023.27-2360.48-2697.7-3034.91ξξl0系数-18m=0.01Nl-3034.91N1=10440(跨中)0.10.20.30.40.50.60.70.80.91.6153.234.8456.468.0759.6911.30512.9214.535-20-21-21-21-21-20-17-4-3-3372.12-3540.73-3540.73-3540.73-3540.73-3372.12-2866.3-674.424-505.818116.1500 - 31 -
H江泄水闸设计计算说明书
边荷载计算表
(边荷载)q=120ξξl系数m=0.01qlξξl系数m=0.01ql22-1000-0.9-0.8-0.7-0.6-0.5-0.4-0.3-0.2-0.10(跨中)-14.535-12.92-11.305-9.69-8.075-6.46-4.845-3.23-1.6150-1-2-4-6-8-9-11-12-13-14-312.987-625.974-1251.95-1877.92-2503.9-2816.88-3442.86-3755.84-4068.83-4381.82116.1500 0(跨中)0.10.20.30.40.50.60.70.80.901.6153.234.8456.468.0759.6911.30512.9214.535-14-16-15-14-13-11-9-6-3-1-4381.82-5007.792-4694.81-4381.82-4068.83-3442.86-2816.88-1877.92-938.961-312.987 - 32 -
H江泄水闸设计计算说明书
所有荷载叠加计算表
弯距叠加ξξl均部荷载N1N1N2边荷载1边荷载2合计-1-0.9-16.15-14.535062.73006000-252.9090168.6060-312.9870-312.9870-334.5599-0.8-12.92209.1002-168.606-337.212337.212-625.974-938.961-741.973-0.7-11.305376.3804-252.909-1433.15674.424-1251.95-1877.92-2200.19-0.6-9.69543.6605-421.515-1686.061011.636-1877.92-2816.88-2899.68-0.5-8.075690.0307-674.424-1770.361517.454-2503.9-3442.86-3210.680.58.075690.0307-1770.36-674.4241517.454-3442.86-2503.9-3210.68-0.4-6.46825.9458-843.03-1770.362023.272-2816.88-4068.83-3207.030.69.69543.6605-1686.06-421.5151011.636-2816.88-1877.92-2899.68-0.3-4.845930.4959-1011.64-1770.362697.696-3442.86-4381.82-3066.140.711.305376.3804-1433.15-252.909674.424-1877.92-1251.95-2200.19-0.2-3.231014.136-1180.24-1770.363372.12-3755.84-4694.81-2789.670.812.92209.1002-337.212-168.606337.212-938.961-625.974-741.973-0.1-1.6151055.956-1348.85-1517.454046.544-4068.83-5007.79-2302.110.914.53562.73006-252.9090168.606-312.987-312.987-334.560(跨中)01076.866-1517.45-1517.454889.574-4381.82-4381.82-1450.29116.150000000ξ0(跨中)0.10.20.30.4ξl01.6153.234.8456.46均部荷载1076.8661055.9561014.136930.4959825.9458N1-1517.45-1686.06-1770.36-1770.36-1770.36N1-1517.45-1348.848-1180.24-1011.64-843.03N24889.5744046.5443372.122697.6962023.272边荷载1-4381.82-5007.792-4694.81-4381.82-4068.83边荷载2-4381.82-4068.831-3755.84-3442.86-2816.88合计-1450.29-2470.719-2789.67-3066.14-3207.03
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