水闸稳定计算

项目,说明,力矩,竖直力,水平力,重心X值,重心Y值,体积,长度,宽度,高度,个数,重度,

底板,,15309.0,1701.0,,9,,,,,,,,]

齿墙,,15.2,50.6,,0.3,,,,,,,,]

齿墙1,,,50.6,,17.7,,,,,,,,]

闸墩,,32949.0,3661.0,,9,,,,,,,,]

胸墙,,,,,,,,,,,,,]

刚架,,2256.7,376.1,,6.0,,,,,,,,]

刚架基座,,,,,,,,,,,,,]

公路桥,,3712.5,297.0,,12.5,,,,,,,,]

工作桥,,,,,,,,,,,,,]

便桥,便桥,136.0,20.0,,6.8,,,,,,,,]

钢门,平板钢,288.0,48.0,,6,,,,,,,,]

启闭机,QPQ-2×8,150.0,25.0,,6,,,,,,,,？

完建,∑,54816.4,6229.4,0,,,,,,,,,

上水重,,1468.8,502.2,,2.925,,,,,,,,]

下水重,,10222.3,846.6,,12.075,,,,,,,,]

扬压力,浮托力,-15746.4,-1749.6,,9,,,,,,,,]

,渗透力,-1049.8,-175.0,,6,,,,,,,,]

浪压力,,33.5,,15.72,,2.130666667,,,,,,,]

上水压,止水上,86.1,,110.07432,,0.782,,0.5,19.80,6.78,1,10,]

,,,,,,,,0.5,6.08,7.78,1,10,]

,,,,,,,,0.5,7.75,6.36,1,10,]

下水压,止水上,-52.2,,-78.88392,,0.662,,0.5,19.80,4.40,1,10,]

,止水下－左,,,,,,,0.5,5.77,6.99,1,10,]

,止水下－右,,,,,,,0.5,6.95,5.05,1,10,]

设计,∑,49778.6,5653.5,46.9104,,,,,,,,,

地震力,惯性力,1006.3,,228.1709375,,,0,,,,1,,]

动水压,上游,4.1,,2.24874,,,0,,,,1,,]

地震力,∑,50789.0,5653.5,277.3300775,,,,,,,,,

,e,Pav,Pmax,Pmin,是否修正,e－修正,Pmax修正,Pmin修正,Kc,,15.8,,

完建,-0.200325475,52.43571128,48.93430836,55.9371142,不需要,1.14310626,,,#DIV/0!,,3.3,,

设计,-0.195122491,47.58864057,44.49343587,50.68384528,不需要,1.139130847,,0,54.71856934,,12.5,,

地震,-0.016409868,47.58864057,47.3283328,47.84894834,不需要,1.011000082,,0,9.255649435,,,,

,,1.011000082,1.139130847,462.6709102,1.139130847,,87.12,,,,,,

,,24.10352715,24.10352715,1.139130847,,,,,,,,,

,0.989119603,4.077113129,1413.382625,,1.14310626,,,,,,,,

,,24.10352715,30.1294089