20.008.000.400.050.000.300.700.90部位距离(m)纵向主筋直径(mm)纵向主筋间距(mm)分布筋直径(mm)分布筋间距（mm)部位距离(m)2.42018010200趾板根部0.93.720180102001.64.92090101002.47.3209010100凸橇根部0.8汽车挂车20.00100.0018.0025.00250.001.007.0035.008.000.400.050.000.300.701.070.60汽车挂车0.591.550.272.8941.92179.24508.857.300.772.210.180.904.060.182140.170.510.54挡土墙背坡（n2）立壁配筋(端部起算）踵板(端部起算）挡土墙全高H(m)上墙宽b(m)挡土墙面坡（n1）混凝土标号前墙趾高h1(m)底板厚度h3(m)底板力臂Zb3(m)立壁重量W2(KN)四：墙体稳定及基底应力验算踵板上土重W1底板重量Wc3（KN)踵板上土力臂Z1(m)立壁力臂Z2(m)底板重量Wb3（KN)h0B2'底板力臂Zc3(m)A0 前提条件：本计算软件仅对挡土墙数据编辑栏、钢筋数据进行编辑就可以进行计容重修正系数μ填土容重r1（KN)设计计算结果输出挡土墙背坡（n2）B1(m)基础埋深h(m)荷载等级三：断面尺寸确定H1B2B3’△B3B1Bζ悬 臂 式 挡 土 墙 计 算 软 件一：数据编辑栏填料内摩擦角墙体容重r2(KN)车道宽度L0（m)地基承载力σ(KPa)ExM0荷载等级λaσ0(KN/平方米)σh(KN/平方米)二：土压力计算配筋率(%)挡土墙全高H(m)上墙宽（b）挡土墙面坡（n1）前墙趾高（h1）底板厚度（h3）340.382.87106.311.3713.391.2911.300.51172.921.678.140.39521.441267.631.16满足2.49满足σ1σ21.460.58237.5818.99满足 满足1.78141.66159.730.84满足 67.270.300.092.4311.871.8121.4825.780.414.814.213.6517.802.4243.0651.670.6110.835.434.8723.743.0371.8586.220.8119.256.657.3035.614.24151.10181.311.2243.329.082.4324.340.490.010.010.041.8320HiMijh0A0ZNe1：抗滑稳定性验算KC判断计算应力σ(KN/平方米)判断 判断K0判断3：基底应力验算2：抗倾覆稳定性验算墙体重量W3（KN)墙体力臂Z3(m)趾板上力臂Z4(m)ΣN(KN)ΣM(KN/m)趾板上土重W4(KN)MT六：立壁配筋及裂缝宽度计算1：立壁各验算截面的内力计算Hiγ*λα*Hi 0.5*Hi+h0五：凸橇设计BT1σ3TPht判断μ(%)ζμ(%)Ag2：立壁各截面配筋计算表Qi=Ehi1/6Hi1/6*γ*λα*Hi*HiHi+3*h0Qij=1.2*Qi选用钢筋直径ζ3.6570.570.550.030.030.094.76204.87153.570.610.050.050.159.43207.30472.040.740.100.100.3424.89202.430.4917.4520.280.35271660.03满足3.650.5517.4558.810.32701010.10满足4.870.6134.91127.980.57687090.05满足7.300.7434....
