边坡稳定性系数计算表

角度正弦余弦宽度长度高度W

1100.1740.9852525.412.58437.5 2120.2080.9782525.63020250 3160.2760.9612526.05033750 4230.3910.9212527.26543875 5290.4850.8752528.67550625 6350.5740.8192530.582.555687.5 7460.7190.6952536.08557375 8550.8190.5742543.68054000 9670.9210.3912564.04530375

Qai W*正弦Qai*余弦1250+0.7*W

1687.51465.1564991661.8637156.256533.5326384.236326.9086304.735 40504210.2117393961.4981542513890.713517.3713374.8513319.85 67509302.7607596488.5162487521884.1521128.3720842.9820733.29 877517143.328268077.4331962.527338.1926053.7925577.3525395.46 1012524543.487028855.52536687.531008.7229241.2328595.0228349.62 11137.531941.03789123.30640231.2533974.6431709.0130892.2430583.68 1147541272.121047971.20541412.535935.2532905.4431841.0631442.7 1080044234.210396194.6263905035666.8232121.730903.8630451.65 607527960.334922373.69222512.523054.1120239.7519305.3718962.49 202072.648454707.66229286.1213300.9207659.7205543.5