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平面尺寸m长宽高重度kN/m3重体积矩形0.550.550.725 5.293750.21175
3.5-3.5 1.825-551.25-22.05
设备荷载 3.5kN
基底平均压力29.07025kPa
总荷载659.3003kN
基底面积-11.9475m2
基底平均压力-55.1831kPa
直径高重度kN/m3重kN体积面积圆形 5.40.725400.585516.0234222.8906设备荷载1000kN
基底平均压力61.18605kPa
x y
4217.4437707.279
4224.1957674.82
6.752-32.459
s t v y 池壁2280.2 1.625
池底8 3.17412.6960.25 3.17425
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矩形板三角形荷载
h=2m Mox0.00689 2.31504
y=10.5kN/m3Mxmax0.00689 2.31504
q=21kPa Mymax0.00402 1.35072
lx=4m Mxzo-0.01413-4.74768
Mxo-0.0175-5.88
Myo-0.0215-7.224矩形荷载14.92kN/m Mx0.02110.918621 lx=2m My0.01420.618219
ly= 2.918m Mu-0.0372-1.61956 |
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发表于 2022-1-12 18:15:00