八字墙计算公式.xls
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b角度amnn0=(n+sinb/m)*cosbc=a/cosbc0=H/n0c1=c+c030.000.301.504.003.750.350.430.77V身=0.5cm0(H2-h2)+m0(H3-h3)/6n0V基=m0(c+e1+e2)(H-h)d+m0(H2-h2)d/2n0+(e1+e2+c+h/n0)ed3.575.01hH0.401.60注:
蓝色为自动生成的数字,红色为所要填得数正做洞口翼墙G上=m(H上-h上)/(1+mi0)G下=m(H下-h下)/(1-mi0)注:
i0为河床纵坡H上、下为上、下游洞口翼墙高度h上、下为上、下游洞口翼墙尾高度G上、下为翼墙在垂直洞口帽石方向的长度e1=e/cosbe2=e/cos=arctg(tgb-1/m.n0)d基础厚度c2=c+h/n00.230.2221.790.600.45A顶=csqrt(1+m02)(H-h)e3.000.20V基=m0(c+e1+e2)(H-h)d+m0(H2-h2)d/2n0+(e1+e2+c+h/n0)ed