!悬臂式挡土墙计算软件

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)底板力臂Zc3(m)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'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算。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67.270.300.092.4311.871.8121.4825.780.414.814.213.6517.802.4243.0651.670.6110.835.434.8723.743.0371.8586.220.8119.256.657.3035.614.24151.10181.311.2243.329.082.4324.340.490.010.010.041.83203.6570.570.550.030.030.094.76204.87153.570.610.050.050.159.43207.30472.040.740.100.100.3424.89202：立壁各截面配筋计算表HiMijh0A0ZNe1：抗滑稳定性验算KC判断计算应力σ(KN/平方米)判断判断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)K0判断趾板上土重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*Hi0.5*Hi+h0五：凸橇设计ζBT1σ3TPht判断μ(%)Qi=Ehi1/6Hi1/6*γ*λα*Hi*HiHi+3*h0Qij=1.2*Qiμ(%)Ag选用钢筋直径ζ2.430.4917.4520.280.35271660.03满足3.650.5517.4558.810.32701010.10满足4.870.6134.91127.980.57687090.05满足7.300.7434.91393.370.471762330.16满足趾板（O点起算）0.90173.3581.85208.0298.22配构造箍筋2.010.9098.220.670.020.020.085.46160.900.6711.1781.850.171257060.19满足1.60140.5942.94155.95187.14421.760.43142.792.40140.5964.42182.48218.97421.760.96280.201.60171.350.670.040.040.149.61202.40336.240.670.080.090.2919.29201.600.6720.94142.790.311169640.16满足1：踵板各验算截面的内力计算Ag'2：趾板各截面配筋计算表3：趾板各截面裂缝计算表ζμ(%)Bi3'判断3：踵板各截面裂缝计算表Bi3'h0钢筋Miμ(%)σg裂缝宽度δ2：踵板各截面配筋计算表Bi3'Mijh0A0ζμ(%)Ag选用钢筋直径γ*（H1+h0)+γh*h3-σ20.5*B3i'*(σ1-σ2)/BQi=EhiQij=1.2*Qi3*γ*（H1+h0)+3*γh*h3-3*σ2B3i'*B3i'/6Mi八：踵板配筋及裂缝宽度计算μ(%)σg裂缝宽度δ判断Hih0钢筋面积（cm)MiAg选用钢筋直径HiMijh0A01：趾板验算截面的内力计算HiQiMiQij=1.2*Qi判断部位Mij=1.2*MiHih0七：趾板配筋及裂缝宽度计算3：立壁各截面裂缝计算表判断钢筋Miμ(%)σg裂缝宽度δ2.400.6741.89280.200.631147600.08满足趾板（O点起算）0.84159.7367.27191.6780.73配构造箍筋2.010.8480.730.630.020.020.084.78160.840.6313.4067.270.21918900.11满足Ag'九：凸橇配筋及裂缝宽度计算1：凸橇验算截面的内力计算3：凸橇各截面裂缝计算表2：凸橇各截面配筋计算表HiMijh0A0ζμ'(%)Agμ(%)σg裂缝宽度δ判断Hih0钢筋面积（cm)Mi选用钢筋直径部位HiQiMiQij=1.2*QiMij=1.2*Mi判断0.772.404.061.780.671.610.84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)1618082002015010200207510100238191615082000.40202.60E+072.00E+0821.3811200.003.40E+050.1393.37ht(m)BT1(m)BT(m)BT2(m)B2(m)B(m)底板重量Wd3（KN)钢筋级别四：墙体稳定及基底应力验算底板力臂Zd3(m)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算。砼弹性模量Ea（kpa)设计计算结果输出MhiB3(m)三：断面尺寸确定砼抗压强度Ra（kpa)钢筋抗拉强度Rg(kpa)悬臂式挡土墙计算软件一：数据编辑栏摩阻系数（f)混凝土标号钢筋弹性模量Eg（kpa)二：土压力计算砼抗拉强度Ri（Mpa)趾板宽度修正（B1'）地基应力σ1(KN/平方米)σ2(KN/平方米)bh1H1BT1BTBT2B1B2B3Bhth3H1:n11:n241.932.870.090.290.671.61满足20.2824.34配构造箍筋2.621030020058.8170.57配构造箍筋2.6210300200127.98153.57配构造箍筋5.2410150100393.37472.04配构造箍筋5.24101501001716.55180660.24180333.3190126.2190选用钢筋间距（mm)Ag'选用钢筋直径（mm)计算钢筋间距（mm)2：立壁各截面配筋计算表计算钢筋间距(mm)选用钢筋间距(mm)1：抗滑稳定性验算3：基底应力验算2：抗倾覆稳定性验算六：立壁配筋及裂缝宽度计算1：立壁各验算截面的内力计算五：凸橇设计BT'A0'BTBT2判断MiMij=1.2*Mi判断bh1H1BT1BTBT2B1B2B3Bhth3H1:n11:n28250.00200368.45180171.35配构造箍筋3.1410250200336.24配构造箍筋6.2810125100326.85150162.8375判断1：踵板各验算截面的内力计算选用钢筋间距（mm)Ag'2：趾板各截面配筋计算表计算钢筋间距(mm)选用钢筋间距(mm)3：趾板各截面裂缝计算表选用钢筋直径（mm)计算钢筋间距（mm)计算钢筋间距(mm)3：踵板各截面裂缝计算表2：踵板各截面配筋计算表选用钢筋间距(mm)Mij=1.2*Mi八：踵板配筋及裂缝宽度计算1：趾板验算截面的内力计算选用钢筋直径（mm)计算钢筋间距（mm)选用钢筋间距（mm)七：趾板配筋及裂缝宽度计算3：立壁各截面裂缝计算表8250.00200420.38150选用钢筋直径（mm)计算钢筋间距（mm)选用钢筋间距（mm)九：凸橇配筋及裂缝宽度计算1：凸橇验算截面的内力计算选用钢筋间距(mm)3：凸橇各截面裂缝计算表2：凸橇各截面配筋计算表计算钢筋间距(mm)